i. indice - ufficio territoriale portuale di salerno · coefficiente di spinta a riposo (per un...

Gallerie Via Frà Generoso – Via Paesano

Gallerie Artificiali San Leo - Relazione di Calcolo

I. Indice

I. Indice ................................................................................................................................. 1

II. Norme e specifiche ............................................................................................................ 3

1. Premessa ........................................................................................................................... 4

2. Descrizione delle strutture ................................................................................................. 5

3. Caratteristiche dei materiali ............................................................................................... 6

3.1. Conglomerato di classe di resistenza C28/35 .................................................................... 6

3.2. Acciaio da c.a. tipo B 450 C saldabile ................................................................................ 6

4. Azioni di progetto ............................................................................................................... 7

4.1. Azioni verticali .................................................................................................................... 7

4.1.1. Carichi permanenti ...................................................................................................... 7

4.1.2. Azione della neve ....................................................................................................... 7

4.1.3. Sovraccarichi accidentali ............................................................................................ 8

4.2. Azioni orizzontali ................................................................................................................ 8

4.2.1. Spinta del terreno ....................................................................................................... 8

4.2.2. Azioni sismiche ........................................................................................................... 8

4.2.2.1. Incremento di spinta in condizioni sismiche .......................................................... 18

5. Analisi delle strutture ........................................................................................................ 20

5.1. Premessa ......................................................................................................................... 20

5.2. Ipotesi di calcolo e metodi di verifica ............................................................................... 22

5.3. Modelli geometrici ............................................................................................................ 23

5.4. Modelli meccanici ............................................................................................................. 24

5.5. Modelli delle azioni ........................................................................................................... 24

5.5.1. Condizioni elementari di carico ................................................................................. 25

5.5.2. Combinazioni delle azioni agli Stati Limite Ultimi ...................................................... 26

6. Verifiche agli Stati Limite Ultimi ........................................................................................ 29

6.1. Verifiche a sforzo normale e flessione ............................................................................. 29

6.2. Verifiche a taglio .............................................................................................................. 54

6.2.1. Elementi senza armature trasversali resistenti a taglio ............................................ 54

6.2.2. Elementi con armature trasversali resistenti a taglio ................................................ 56

1



7. Aspetti geotecnici e fondazioni ........................................................................................ 58

7.1. Premessa ......................................................................................................................... 58

7.2. Caratterizzazione mecanica dei terreni ............................................................................ 58

7.3. Criteri di analisi e verifica agli Stati Limite Ultimi (SLU) ................................................... 59

7.4. Modello del terreno di fondazione .................................................................................... 61

7.5. Verifica a carico limite ...................................................................................................... 61

8. Conclusioni ...................................................................................................................... 67

ALLEGATI:

Allegato A - File di input del modello di calcolo

Allegato B - File di output del modello di calcolo

2



II. Norme e specifiche

Nella stesura della presente relazione si sono seguite le indicazioni contenute nella

normativa vigente. In particolare si sono considerate le seguenti normative:

STRUTTURE IN C.A. ED IN C.A.P.

• Legge 5 Novembre 1971 N° 1086 – “ Norme per la disciplina delle opere in conglomerato cementizio, normale e precompresso ed a struttura metallica” ;

• Circolare LL.PP. 14 Febbraio 1974 n° 11951 – “Norme per la disciplina delle opere in conglomerato cementizio, normale e precompresso ed a struttura metallica – Istruzioni per l'applicazione” ;

• CNR 10024/84 del 23.11.1984 – “Analisi di strutture mediante elaboratore: impostazione e redazione delle relazioni di calcolo” ;

• D.M. LL.PP. 14 Gennaio 2008 - “Norme tecniche per le costruzioni”.

• Circolare 2 Febbraio 2009, n. 617 - Istruzioni per l’applicazione delle “Norme tecniche per le costruzioni” di cui al D.M. 14 gennaio 2008;

SISMICA

• Legge 2 Febbraio 1974 n. 64 – “Provvedimenti per le costruzioni, con particolari prescrizioni per le zone sismiche”;

• D.M. LL.PP. 14 Gennaio 2008 - “Norme tecniche per le costruzioni”.

3



1. Premessa

La presente relazione di calcolo è relativa a due gallerie artificiali, da realizzare

all’imbocco di San Leo nell’ambito del progetto “Porta Ovest” previsto per il comune di

Salerno e che mira al riassetto viario della città. Le gallerie, entrambe caratterizzate da un

asse curvilineo, ospitano carreggiate stradali a doppia corsia e collegano tra loro le località

San Leo e Cernicchiara. Le calotte delle gallerie sono ricoperte da uno strato di terreno

che riempie anche il volume tra le calotte delle due gallerie adicenti; inoltre, una parte della

volumetria al di sopra di esse resterà libera, per poter fungere da accumulo per una event-

uale colata di materiale piroclastico proveniente dal versante. Gli elementi strutturali

quali le calotte, le strutture di fondazione, nonché le velette di contenimento realizzate al di

sopra delle gallerie stesse, sono interamente in c.a.

Dal punto di vista delle analisi strutturali, il progetto è stato redatto secondo le

prescrizioni e le indicazioni delle normative tecniche di cui al paragrafo precedente; in

particolare la progettazione degli elementi strutturali è stata eseguita secondo le nuove

“Norme Tecniche sulle Costruzioni” di cui al D.M. 14.01.2008, avendo adottato la

metodologia di verifica agli Stati Limite.

Per la determinazione degli stati di sollecitazione nelle diverse membrature della

struttura è stata realizzato un modello tridimensionale con l’ausilio di un codice di calcolo

automatico per l’analisi strutturale basato sul metodo agli elementi finiti (F.E.M.).

4



2. Descrizione delle strutture

La struttura in oggetto è realizzata interamente in c.a.. Le calotte presentano uno

spessore di 0.70 m. Le gallerie presentano una larghezza massima di circa 13.00 m ed

un’altezza di circa 8.50 m. Le calotte sono ricoperte da uno strato di terreno di spessore pari

a circa 0.50 m. Al di sopra delle gallerie sono previste delle velette di contenimento,

dimensionate per trattenere eventuali volumi di terreno provenienti da una colata piroclastica

proveniente dal versante prospiciente l’attuale campo di calcio. Tali velette corrono trasversal-

mente, con continuità, lungo entrambe le canne e sono realizzare in c.a. di spessore 0.50 m.

Dalla struttura della galleria artificiale in direzione San Leo spiccano dei baggioli in

c.a. su cui sono ancorati i montanti di estremità lato nord dei cesti da 1 a 5. Il montante di

estremità lato sud del cesto 1 è invece ancorato direttamente sulla trave di testa della paratia

necessaria a realizzare l’imbocco.

Al di sotto del piano stradale la sezione trasversale della galleria presenta una

fondazione costituta da un solettone di base di altezza pari a 1.40 m poggiante su uno strato

di 0.10 m di calcestruzzo magro.

5



3. Caratteristiche dei materiali

3.1. Conglomerato di classe di resistenza C28/35

(per le strutture interrate e per le strutture di fondazione)

- Resistenza caratt. cubica a compressione RCK = 35.0 MPa

- Resistenza caratt. cilindrica a compressione fck = 0.83xRCK = 29.05 MPa

- Resistenza media cilindrica a compressione fcm = fck + 8 = 37.05 MPa

- Resistenza media a trazione semplice fctm = 0.30 x (fCK)2/3 = 2.83 MPa

- Resistenza media caratt. a trazione semplice fctkm = 0.7x fctm = 1.98 MPa

- Resistenza media a trazione per flessione fcfm = 1.2x fctm = 3.40 MPa

- Resistenza di calcolo a compressione fcd = 16.46 MPa

- Resistenza di calcolo a trazione fctd = 1.32 MPa

- Resistenza tangenziale caratt. di aderenza fbk = 4.45 MPa

- Resistenza tangenziale di aderenza di calcolo fbd = 2.97 MPa

- Coefficiente parziale di sicurezza c= 1.5

- Modulo elastico (convenzionale) Ec= 22000x[fcm/10]0.3 = 32588 MPa

- Coefficiente di Poisson per cls non fessurato ν = 0.20

- Coefficiente di dilatazione termica α = 10x10-6 °C-1

- Peso dell’unità di volume di cls = 24.0 kN/m3

- Peso dell’unità di volume di c.a.o / c.a.p. = 25.0 kN/m3

3.2. Acciaio da c.a. tipo B 450 C saldabile

(per barre e reti di diametro 6.0 mm ≤ Ø ≤ 40.0 mm)

Coefficiente parziale di sicurezza s = 1.15

Tensione caratteristica di snervamento f yk 450 MPa

Tensione caratteristica di rottura f tk 540 MPa

Allungamento Agt k 7.5 %

Resistenza di calcolo f yd = 391 MPa

6

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7



4.1.3. Sovraccarichi accidentali

Sovraccarico terreno colata (Hmedia= 2.0 m) 30.00 kN/m2

Sovraccarico variabile strada 9.00 kN/m2

4.2. Azioni orizzontali

4.2.1. Spinta del terreno

La spinta del terreno sulle pareti delle calotte e delle opere di contenimento (velette) ha un

andamento crescente secondo una legge di tipo lineare dall’alto verso il basso. La pendenza

del diagramma delle spinte, che risulta quindi di tipo triangolare, è pari al prodotto 0K

avendo indicato con il peso dell’unità di volume del terreno ( 3/18 mkN ) e con 0K il

coefficiente di spinta a riposo (per un angolo di attrito 30 risulta 5.00 K ).

4.2.2. Azioni sismiche

Premessa

Si riportano di seguito, con riferimento alla struttura in esame, le ipotesi e le

assunzioni alla base della determinazione dei parametri che definiscono le azioni sismiche.

Ai fini di tale valutazione, secondo le prescrizioni della nuova normativa di cui al D.M.

14.01.2008, occorre definire il periodo di riferimento per l’azione sismica VR inteso come

intervallo temporale durante il quale la struttura deve rispettare e conservare le

caratteristiche di resistenza, sicurezza e durabilità; ciò sia con riferimento al modo di

esplicarsi delle azioni (azioni dirette, quali forze e carichi, azioni impresse, quali spostamenti

o variazioni termiche, o azioni di degrado esogeno ed endogeno), sia con riferimento alla

risposta strutturale (nei confronti di azioni statiche, quasi-statiche e dinamiche), sia in

funzione della variabilità nel tempo dell’intensità delle azioni ad essa applicate (azioni

gravitazionali da pesi propri, carichi permanenti e variabili o accidentali, azioni eccezionali ed

azioni sismiche).

8



Ai fini di tale valutazione, partendo dalla vita nominale VN si determina il periodo di

riferimento VR in funzione del coefficiente d’uso CU; si determinano, poi, i parametri necessari

a definire lo spettro di risposta elastico per il sito in questione, in funzione della

microzonizzazione sismica del territorio, della tipologia strutturale, della tipologia dei terreni

di fondazione, tenendo conto in tal modo anche del “room effect” dell’area nonché

dell’importanza della costruzione; sulla base del fattore di struttura q, dallo spettro elastico si

ottiene lo spettro di progetto necessario alla definizione dello stato di sollecitazione e del

campo di spostamenti indotto nelle strutture.

Vita nominale e periodo di riferimento

Secondo quanto definito al punto 2.4 delle nuove norme sismiche di cui al D.M. del

14.01.08, si definisce quale vita nominale VN della struttura il numero di anni durante il quale

la struttura, purchè soggetta a manutenzione ordinaria, deve poter essere usata per lo scopo

cui è stata progettata.

In particolare, per la struttura in oggetto, si assume la vita nominale utile pari a VN =

100 anni, trattandosi di un’opera di importanza strategica.

Ai fini della valutazione delle azioni sismiche, e con riferimento alle conseguenze di

un’improvvisa interruzione di operatività o di un’eventuale collasso, è stato assunto che la

struttura in esame appartenga alla Classe III. In base alla classe d’uso, è stato definito un

coefficiente d’uso CU = 1.5, mediante il quale si perviene alla definizione del periodo di

riferimento per l’azione sismica VR = VN x CU = 150 anni.

Le probabilità di superamento PVR nel periodo di riferimento VR, sono stabilite dalla

norma in funzione dei differenti stati limite, che vengono così definiti:

Stati Limite di Esercizio

- Stato Limite di Operatività (SLO), in cui a seguito del terremoto la costruzione nel

suo complesso, includendo tutti gli elementi strutturali, non strutturali e le

apparecchiature rilevanti la per le sue funzioni, non deve subire danni ed

interruzioni d’uso significativi. Per tale stato limite di esercizio la probabilità di

superamento nel periodo di riferimento cui riferire l’azione sismica corrispondente,

è pari a PVR = 81%.

- Stato Limite di Danno (SLD), in cui a seguito del terremoto la costruzione nel suo

complesso, includendo tutti gli elementi strutturali, non strutturali e le

9



apparecchiature rilevanti la per le sue funzioni, subisce danni, ma tali da non

comportare interruzioni d’uso significative e da non mettere a rischio gli utenti. La

struttura, nel suo complesso, non deve risultare compromessa significativamente,

in termini di rigidezza e resistenza, nei confronti delle azioni orizzontali e verticali,

mantenendosi utilizzabile pur nell’interruzione d’uso di parte delle

apparecchiature. Per tale stato limite di esercizio la probabilità di superamento nel

periodo di riferimento per l’azione sismica è pari a PVR = 63%.

Stati Limite Ultimi

- Stato Limite di Salvaguardia della Vita (SLV), in cui a seguito del terremoto la

costruzione subisce rotture e crolli dei componenti non strutturali ed impiantistici,

e significativi danni dei componenti strutturali, cui si associa una perdita

significativa di rigidezza nei confronti delle azioni orizzontali. La costruzione

conserva ancora una parte della resistenza e della rigidezza nei confronti delle

azioni verticali, ed un margine di sicurezza nei confronti del collasso per le azioni

sismiche orizzontali. Per tale stato limite ultimo la probabilità di superamento nel

periodo di riferimento per l’azione sismica è pari a PVR = 10%.

- Stato Limite di Prevenzione del Collasso (SLC), in cui a seguito del terremoto la

costruzione subisce gravi rotture e crolli dei componenti non strutturali ed

impiantistici, oltre a danni molto gravi dei componenti strutturali. La costruzione,

però, conserva ancora un margine di sicurezza nei confronti delle azioni verticali,

ed un esiguo margine di sicurezza nei confronti del collasso per le azioni

orizzontali. Per tale stato limite ultimo la probabilità di superamento nel periodo di

riferimento per l’azione sismica è pari a PVR = 5%.

In funzione dei valori del periodo di riferimento VR e della probabilità di superamento

PVR, si definisce il periodo di ritorno TR mediante la relazione:

)1ln( RV

RR P

VT

Per i diversi stati limite, si ottengono i seguenti valori:

SLO → TR = 90 anni

SLD → TR = 151 anni

SLV → TR = 1424 anni

SLC → TR = 2475 anni

10



Per ognuna delle microzone sismiche in cui è stato suddiviso il territorio nazionale, la

normativa vigente, fornisce i valori dei parametri di pericolosità sismica, che sono

rispettivamente:

ag = accelerazione orizzontale massima al suolo (PGA)

F0 = valore massimo del fattore di amplificazione dello spettro in accelerazione

orizzontale

T *C = periodo corrispondente all’inizio del tratto a velocità costante dello spettro in

accelerazione orizzontale.

La struttura in oggetto ricade nel territorio del Comune di Salerno, cui sono assegnati,

nella mappatura di microzonazione sismica, i seguenti valori dei suddetti parametri, riassunti

nella seguente tabella:

Periodo di ritorno dell'azione Parametri caratteristici del sito

Stato limite PVR TR

ag/g F0 T*C

[ g ] [ - ] [ s ]

SLE SLO 81% 90 0.059 2.459 0.356

SLD 63% 151 0.071 2.497 0.385

SLU SLV 10% 1424 0.136 2.758 0.487

SLC 5% 2475 0.155 2.836 0.519

Caratterizzazione sismica dei terreni

Con riferimento alle prospezioni geologiche effettuate ed alle indicazioni contenute in

norma, è stato possibile classificare la categoria di sottosuolo del sito in oggetto, al fine di

determinare gli effetti di amplificazione sismica locale dovuti alle conformazioni geologiche

presenti.

Stante le ricostruzioni stratigrafiche effettuate e le prove in sito di caratterizzazione

meccanica fatta, il sottosuolo si può classificare come categoria B, ossia rocce tenere e

depositi di terreni a grana grossa molto addensati o terreni a grana fina molto consistenti con

spessori superiori a 30 m, caratterizzati da un graduale miglioramento delle proprietà

11



meccaniche con la profondità e da valori di Vs,30 compresi tra 360 m/s e 800 m/s, (ovvero

NSPT,30 > 50 nei terreni a grana grossa e cu,30 > 250 kPa nei terreni a grana fina.

Dato l’andamento clivometrico della zona, essa si classifica come categoria

topografica T2, tipica delle zone con pendii aventi angolo superiore a 15°, a cui corrisponde,

in funzione del rapporto tra l’altezza del sito e quella del rilievo topografico, un valore del

coefficiente di amplificazione topografica ST = 1.06.

Di seguito si riporta il calcolo dei parametri del terreno necessari alla valutazione

dell’azione sismica.

Valori dei coefficienti di amplificazione stratigrafica Ss e Cc:

20.1sS

27.1cC

da cui, considerando i valori riportati nella tabella precedente, si ha:

Categoria sottosuolo “A” Ss Cc

Operatività 1.20 1.352

Danno 1.20 1.332

Salvaguardia Vita 1.20 1.270

Prevenzione Collasso 1.20 1.254

Spettri di progetto

Lo spettro di risposta elastico della componente orizzontale è definito dalle

espressioni seguenti:

12

Galle

Galle

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San Leo - R

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13



Lo spettro di progetto Sd(T) da utilizzare, sia per le componenti orizzontali, sia per la

componente verticale, è lo spettro elastico corrispondente riferito alla probabilità di

superamento nel periodo di riferimento PVR considerata, con le ordinate ridotte sostituendo

nelle formule precedenti η con 1/q, dove q è il fattore di struttura.

Il valore di q da utilizzare per ciascuna direzione orizzontale dell’azione sismica,

dipende dalla tipologia strutturale, dal suo grado di iperstaticità e dai criteri di progettazione

adottati e prende in conto le non linearità di materiale. Esso può essere calcolato tramite la

seguente espressione:

q = q0 × KR

dove:

- qo = 3 per strutture a pareti non accoppiate in classe di duttilità bassa CD”B”

(Tab. 7.4.I del D.M. 14/01/2008);

- KR = 0.8 per strutture non regolari in altezza.

Per la componente verticale dell’azione sismica il valore del fattore di struttura

utilizzato è q = 1.5, come specificato al punto 7.3.1 del D.M. 14/01/2008.

Si riportano di seguito gli spettri di progetto calcolati.

14

Galle

Galle

erie Via Frà G

erie Artificiali

Generoso – V

San Leo - R

Via Paesano

Relazione di C

o

Calcolo

15

Galle

Galle

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erie Artificiali

Generoso – V

San Leo - R

Via Paesano

Relazione di C

o

Calcolo

16

Galle

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Gli effetti d

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Generoso – V

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GG 21

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12

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do conto deelle masse aassociate ai

i

17



in cui valori dei coefficienti 2i sono riportati nella tabella 2.5.I delle “Norme tecniche

per le costruzioni” di cui al D.M. 14.01.2008.

Sono stati considerati 100 modi di vibrare, ottenendo, per ogni direzione, una massa

partecipante totale superiore all’85%. Per la combinazione degli effetti relativi ai singoli modi

è stata utilizzata una combinazione quadratica completa (CQC), come indicato al par. 7.3.3.1

del D.M. 14/01/2008.

Ai fini delle verifiche, sono state considerate le seguenti combinazioni degli effetti delle

componenti sismiche orizzontali e verticale permutando i coefficienti di combinazione ed i

segni (E1 designa gli effetti dell’azione sismica agente secondo la direzione principale 1, E2

gli effetti di quella agente secondo la direzione principale 2, Ez gli effetti dell’azione sismica

secondo la direzione verticale).

±E1 ± 0.3E2 ± 0.3Ez

±E2 ± 0.3E1 ± 0.3Ez

±Ez ± 0.3E1 ± 0.3E2

4.2.2.1. Incremento di spinta in condizioni sismiche

Oltre alla forze di inerzia dovute al peso degli elementi strutturali e del terreno alle

spalle delle gallerie, è fatto obbligo, in condizioni sismiche, considerare anche un incremento

della spinta del terreno rispetto a quella statica.

Le spinte in stato limite attivo e passivo in condizioni sismiche possono essere

determinate con le seguenti formule:

aEvaE KKHS )1(2

1 2

pEvpE KKHS )1(2

1 2

in cui:

Kv è il coefficiente sismico verticale pari a ± 0.5 Kh;

Kh è il coefficiente sismico orizzontale da calcolare come (punto 7.11.6.2.1 del D.M.

14/01/2008):

18



g

aK mh

max

dove:

βm è un coefficiente da assumere unitario per opere di sostegno che non siano in grado

di subire spostamenti relativi rispetto al terreno;

amax è l’accelerazione orizzontale massima attesa al sito da poter valutare come:

gTS aSSa max

Nel caso in esame risulta Kh = 0.173.

Ne consegue che Kv risulta pari a 0.087.

KaE è il coefficiente di spinta attivo in condizioni sismiche;

KpE è il coefficiente di spinta passivo in condizioni sismiche;

Sulla base delle formulazioni fornite da Mononobe e Okabe, risulta, nel caso in esame,

KaE = 0.80 e KpE = 2.03.

L’incremento di spinta è quindi ottenuto come differenza tra la spinta in condizioni

sismiche e quella applicata in condizioni statiche. Esso è rappresentato da un carico pseudo-

statico di tipo lineare con andamento crescente dal basso verso l’alto.

19



5. Analisi delle strutture

5.1. Premessa

L’analisi della struttura è stata condotta attraverso una modellazione spaziale con

discretizzazione agli elementi finiti, idealizzando la struttura reale in un insieme di elementi di

calcolo bidimensionali, collegati tra loro in corrispondenza dei nodi. Dopo aver definito le

proprietà intrinseche dei materiali, e dopo aver assegnato a ciascuna delle parti costituenti il

modello le relative proprietà geometriche e meccaniche, sono state applicate ad esse le

relative azioni. In particolare sono stati assegnati i carichi dovuti al peso proprio degli

elementi strutturali, i carichi permanenti portati derivanti dal peso proprio del terreno di

ricoprimento, la spinta del terreno lungo le superfici esterne delle gallerie, le azioni sismiche

determinate attraverso un’analisi di tipo dinamica modale con spettro di risposta, nonché i

carichi eccezionali dovuti all’eventualità della frana.

Nelle figure seguenti viene riportato il modello strutturale tridimensionale adottato,

evidenziando che tutti gli elementi strutturali sono state modellati con elementi “plate”

caratterizzati da rigidezza flessionale anche fuori dal piano. La determinazione delle

caratteristiche della sollecitazione negli elementi costituenti i modelli di calcolo è stata

perseguita utilizzando il codice agli elementi finiti “MIDAS GEN 7.41”, prodotto da Midas

Information Technology Co., Ltd (Corea).

20



Figura 1. Modello tridimensionale della struttura (vista A)

Figura 2. Modello tridimensionale della struttura (vista B)

21



L’esame dei risultati e i controlli sulla affidabilità dell’elaborazione effettuata hanno

riguardato:

- la compatibilità dei dati geometrici;

- l’assenza di labilità;

- l’entità dei valori delle risultanti dei carichi per le varie condizioni;

- l’equilibrio dell’intera struttura e di sue parti significative per le singole condizioni di

carico;

- il rispetto delle condizioni di vincolo imposte.

Una valutazione complessiva dell’attendibilità dell’analisi strutturale automatica è

stata effettuata, inoltre, confrontandone i risultati con quelli derivanti da semplici calcoli di

massima, eseguiti con i metodi tradizionali e adottati per il primo proporzionamento della

struttura.

5.2. Ipotesi di calcolo e metodi di verifica

La progettazione degli elementi strutturali in cemento armato deve essere eseguita

considerando tutti gli aspetti dai quali potrebbe dipendere il raggiungimento della crisi e di

quelli che potrebbero non garantire il soddisfacimento di particolari requisiti funzionali.

Appare quindi importante disporre di adeguate regole progettuali che, riferendosi alle diverse

eventualità che potrebbero prodursi durante la vita di progetto, conducano ad un’attenta

analisi di tutte le parti dell'elemento strutturale, ciascuna delle quali dovrà essere progettata

con lo stesso grado di accuratezza.

Le indicazioni presenti in letteratura permettono la progettazione delle parti di una struttura

non interessate da discontinuità geometriche o statiche. Si tratta di zone nelle quali il

comportamento della sezione retta dell’elemento risulta indipendente dalla distribuzione

locale dei carichi, dipendendo invece dalla sola risultante agente nella sezione. Il calcolo

delle caratteristiche della sollecitazione interna e le verifiche di resistenza negli elementi

strutturali sono stati eseguiti, in tale spirito, secondo i metodi della Scienza e della Tecnica

delle Costruzioni, basati sulle seguenti ipotesi:

1. planarità delle sezioni (ipotesi di Bernoulli);

2. resistenza a trazione del calcestruzzo trascurabile;

22

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23



5.4. Modelli meccanici

Riguardo i modelli meccanici, si è formulata l’ipotesi che i materiali presentino

comportamento elastico lineare indefinito fino alla crisi.

Sono stati assunti i seguenti valori delle caratteristiche elastiche:

Calcestruzzo Rck 35 MPa

- Modulo di Young E c = 32308 MPa;

- Modulo di Poisson c = 0.20

Acciaio

- Modulo di Young E s = 210.000 MPa;

- Modulo di Poisson s = 0.30

5.5. Modelli delle azioni

Differenti sono stati i modelli delle azioni utilizzati a seconda della tipologia delle

azioni stesse. Innanzitutto il software di calcolo utilizzato è in grado di determinare il peso

degli elementi strutturali a partire dalla geometria e dal peso dell’unità di volume del

materiale assegnato. Il peso del terreno gravante sulle solette piena delle calotte di spessore

h = 0.70 m è stato assegnato come carico per unità di superficie (pressure load); allo stesso

modo è stata simulata la spinta del terreno lungo le superfici esterne degli elementi

strutturali.

Le azioni sismiche sono definite dal software di calcolo sulla base dei pesi sismici e

degli spettri di progetto assegnati (analisi dinamica modale con spettro di risposta).

L’incremento di spinta in condizioni sismiche è stato invece assegnato ancora come

carico per unità di superficie.

Infine forze e coppie concentrate hanno consentito di simulare le azioni trasmesse

dai montanti delle strutture (cesti) che poggiano sulle strutture delle gallerie artificiali in

esame. Più in dettaglio sono stati considerati solo gli scarichi più significativi, dovuti cioè a

peso proprio, sovraccarico permanente e carico da neve. Dall’elaborato S-R10, a cui si

rimanda, si evince infatti che le azioni dovute a variazioni termiche, vento e sisma, sono

24



relativamente modeste rispetto a quelle agenti sulla galleria artificiale e per tale ragione sono

state trascurate.

Di seguito si riporta un’immagine del modello di calcolo in cui sono evidenziati i punti

della struttura in cui sono state applicate le suddette azioni. Per i valori numerici delle forze e

delle coppie applicate si rimanda invece all’Allegato B.

Figura 3. Numerazione dei nodi in cui sono applicate le azioni trasmesse

dalle strutture metalliche (cesti)

Per definire i modelli di carico, sono state considerate le condizioni elementari

riportate di seguito, costituite dalle azioni descritte al capitolo 4. A partire dalle suddette

condizioni elementari sono state poi analizzate le diverse combinazioni agli stati limite

previste dalle norme vigenti.

5.5.1. Condizioni elementari di carico

In base a quanto precisato precedentemente, sono state considerate le seguenti

condizioni elementari di carico:

PP : peso proprio degli elementi strutturali ed azioni dovute al peso proprio

delle strutture metalliche (cesti) che poggiano sulle gallerie artificiali;

SP: sovraccarico permanente dovuto al peso del terreno ed azioni dovute al

sovraccarico permanente agente sulle strutture metalliche (cesti) che

poggiano sulle gallerie artificiali;

25



SA : sovraccarico eccezionale dovuto all’eventuale frana;

Neve : azione dovuta alla neve agente sulle gallerie artificiali e sulle strutture

metalliche (cesti) che poggiano su di esse;

Spinta : sovraccarico permanente dovuto alla spinta del terreno;

Spinta(E) : incremento della spinta dovuta al sisma;

E1 : azione sismica nella direzione principale di inerzia massima della

struttura;

E2 : azione sismica nella direzione principale di inerzia minima della struttura;

Ez : azione sismica nella direzione verticale;

Nel seguito della presente si riportano le diverse condizioni e combinazioni di carico

adottate in relazione allo stato limite considerato.

5.5.2. Combinazioni delle azioni agli Stati Limite Ultimi

In base alla vigente normativa, per la definizione delle azioni di calcolo agli stati limite

ultimi, a partire dalle condizioni di carico elementari, sono state considerate le seguenti

combinazioni delle azioni:

- Combinazione fondamentale:

n

ikiiQikQggd QQGGF

20112211

- Combinazione sismica:

n

ikiid QGGEF

1221

- Combinazione eccezionale:

n

ikiidd QAGGF

1221

26



avendo assunto i valori dei coefficienti g,1, g,2 e q,i riportati nel seguito ed i valori dei

coefficienti di combinazione 0i e 2i previsti dalle norme e riportati nella tabella 2.5.I delle

“Norme tecniche per le costruzioni” di cui al D.M. 14.01.2008.

Si riporta di seguito un riepilogo delle combinazioni delle azioni allo stato limite ultimo

considerate nelle analisi strutturali in cui sono esplicitati i valori dei coefficienti parziali per le

azioni g utilizzati:

ELENCO DELLE COMBINAZIONI DELLE AZIONI ============================================================================================= NUM NAME ACTIVE TYPE LOADCASE(FACTOR) + LOADCASE(FACTOR) + LOADCASE(FACTOR) ============================================================================================= 1 SLU Active Add PP( 1.300) + SP( 1.300) + Spinta( 1.300) + Neve( 1.500) --------------------------------------------------------------------------------------------- 2 Eccezionale Active Add PP( 1.000) + SP( 1.000) + SA( 1.000) --------------------------------------------------------------------------------------------- 3 Vert.Sisma Active Add PP( 1.000) + SP( 1.000) + Spinta( 1.000) --------------------------------------------------------------------------------------------- 4 SLV1+_1 Active Add Vert.Sisma( 1.000) + E1( 1.000) + E2( 0.300) + Ez( 0.300) + Spinta(E)( 0.300) --------------------------------------------------------------------------------------------- 5 SLV1+_2 Active Add Vert.Sisma( 1.000) + E1( 1.000) + E2(-0.300) + Ez( 0.300) + Spinta(E)(-0.300) --------------------------------------------------------------------------------------------- 6 SLV1+_3 Active Add Vert.Sisma( 1.000) + E1( 1.000) + E2( 0.300) + Ez(-0.300) + Spinta(E)( 0.300) --------------------------------------------------------------------------------------------- 7 SLV1+_4 Active Add Vert.Sisma( 1.000) + E1( 1.000) + E2(-0.300) + Ez(-0.300) + Spinta(E)(-0.300) --------------------------------------------------------------------------------------------- 8 SLV1-_1 Active Add Vert.Sisma( 1.000) + E1(-1.000) + E2( 0.300) + Ez( 0.300) + Spinta(E)( 0.300) --------------------------------------------------------------------------------------------- 9 SLV1-_2 Active Add Vert.Sisma( 1.000) + E1(-1.000) + E2(-0.300) + Ez( 0.300) + Spinta(E)(-0.300) --------------------------------------------------------------------------------------------- 10 SLV1-_3 Active Add Vert.Sisma( 1.000) + E1(-1.000) + E2( 0.300) + Ez(-0.300) + Spinta(E)( 0.300) --------------------------------------------------------------------------------------------- 11 SLV1-_4 Active Add Vert.Sisma( 1.000) + E1(-1.000) + E2(-0.300) + Ez(-0.300) + Spinta(E)(-0.300) --------------------------------------------------------------------------------------------- 12 SLV2+_1 Active Add Vert.Sisma( 1.000) + E2( 1.000) + E1( 0.300) + Ez( 0.300) + Spinta(E)( 1.000) --------------------------------------------------------------------------------------------- 13 SLV2+_2 Active Add Vert.Sisma( 1.000) + E2( 1.000) + E1(-0.300) + Ez( 0.300) + Spinta(E)( 1.000)

27



--------------------------------------------------------------------------------------------- 14 SLV2+_3 Active Add Vert.Sisma( 1.000) + E2( 1.000) + E1( 0.300) + Ez(-0.300) + Spinta(E)( 1.000) --------------------------------------------------------------------------------------------- 15 SLV2+_4 Active Add Vert.Sisma( 1.000) + E2( 1.000) + E1(-0.300) + Ez(-0.300) + Spinta(E)( 1.000) --------------------------------------------------------------------------------------------- 16 SLV2-_1 Active Add Vert.Sisma( 1.000) + E2(-1.000) + E1( 0.300) + Ez( 0.300) + Spinta(E)(-1.000) --------------------------------------------------------------------------------------------- 17 SLV2-_2 Active Add Vert.Sisma( 1.000) + E2(-1.000) + E1(-0.300) + Ez( 0.300) + Spinta(E)(-1.000) --------------------------------------------------------------------------------------------- 18 SLV2-_3 Active Add Vert.Sisma( 1.000) + E2(-1.000) + E1( 0.300) + Ez(-0.300) + Spinta(E)(-1.000) --------------------------------------------------------------------------------------------- 19 SLV2-_4 Active Add Vert.Sisma( 1.000) + E2(-1.000) + E1(-0.300) + Ez(-0.300) + Spinta(E)(-1.000) --------------------------------------------------------------------------------------------- 20 SLVZ+_1 Active Add Vert.Sisma( 1.000) + Ez( 1.000) + E2( 0.300) + E1( 0.300) + Spinta(E)( 0.300) --------------------------------------------------------------------------------------------- 21 SLVZ+_2 Active Add Vert.Sisma( 1.000) + Ez( 1.000) + E2(-0.300) + E1( 0.300) + Spinta(E)(-0.300) --------------------------------------------------------------------------------------------- 22 SLVZ+_3 Active Add Vert.Sisma( 1.000) + Ez( 1.000) + E2( 0.300) + E1(-0.300) + Spinta(E)( 0.300) --------------------------------------------------------------------------------------------- 23 SLVZ+_4 Active Add Vert.Sisma( 1.000) + Ez( 1.000) + E2(-0.300) + E1(-0.300) + Spinta(E)(-0.300) --------------------------------------------------------------------------------------------- 24 SLVZ-_1 Active Add Vert.Sisma( 1.000) + Ez(-1.000) + E2( 0.300) + E1( 0.300) + Spinta(E)( 0.300) --------------------------------------------------------------------------------------------- 25 SLVZ-_2 Active Add Vert.Sisma( 1.000) + Ez(-1.000) + E2(-0.300) + E1( 0.300) + Spinta(E)(-0.300) --------------------------------------------------------------------------------------------- 26 SLVZ-_3 Active Add Vert.Sisma( 1.000) + Ez(-1.000) + E2( 0.300) + E1(-0.300) + Spinta(E)( 0.300) --------------------------------------------------------------------------------------------- 27 SLVZ-_4 Active Add Vert.Sisma( 1.000) + Ez(-1.000) + E2(-0.300) + E1(-0.300) + Spinta(E)(-0.300) --------------------------------------------------------------------------------------------- 28 ENV Active Envelope SLU( 1.000) + SLV1+_1( 1.000) + SLV1+_2( 1.000) + SLV1+_3( 1.000) + SLV1+_4( 1.000) + SLV1-_1( 1.000) + SLV1-_2( 1.000) + SLV1-_3( 1.000) + SLV1-_4( 1.000) + SLV2+_1( 1.000) + SLV2+_2( 1.000) + SLV2+_3( 1.000) + SLV2+_4( 1.000) + SLV2-_1( 1.000) + SLV2-_2( 1.000) + SLV2-_3( 1.000) + SLV2-_4( 1.000) + Eccezionale( 1.000) + SLVZ+_1( 1.000) + SLVZ+_2( 1.000) + SLVZ+_3( 1.000) + SLVZ+_4( 1.000) + SLVZ-_1( 1.000) + SLVZ-_2( 1.000) + SLVZ-_3( 1.000) + SLVZ-_4( 1.000)

28



6. Verifiche agli Stati Limite Ultimi

Si riportano nel seguito le verifiche agli stati limite ultimi relative alle solette piene dei

piedritti e della calotta delle gallerie nonché alla veletta di contenimento, limitatamente alle

sezioni maggiormente sollecitate e per le combinazioni delle azioni più gravose.

6.1. Verifiche a sforzo normale e flessione

Per gli elementi in c.a. soggetti sia a regimi di sforzo estensionali che flessionali, sono

state condotte verifiche a presso-flessione o tenso-flessione, controllando che:

EdEdRdRd MNMM

dove:

RdM è il valore di calcolo del momento resistente corrispondente a NEd;

EdM è il valore di calcolo della componente flettente dell’azione.

Le verifiche degli elementi strutturali sono state effettuate tracciando delle section cut

in corrispondenza delle sezioni maggiormente sollecitate. In particolare, per ciascuna

sezione di verifica, viene di seguito riportata l’ubicazione e l’estensione della section cut, i

valori delle caratteristiche della sollecitazione per le diverse combinazioni di carico

considerate, nonché l’esito delle verifiche effettuate con riferimento alla combinazione più

gravosa delle azioni.

Di seguito si riportano le verifiche più significative con riferimento alle sollecitazioni

dedotte dall’analisi strutturale.

29



Sezione in chiave della galleria (sp = 0.70 m)

Figura 4. Momenti flettenti sulle calotte in direzione ortogonale agli assi delle gallerie

Figura 5. Section cut lungo la sezione in chiave della galleria (lunghezza section cut = 0.90 m)

30



-------------------------------------------

LOCAL DIRECTION FORCE SUM RESULT

(ALL LOAD CASE)

-------------------------------------------

unit: kN, m

** Load Case/Comb Name: ST: PP

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -5.6536e+001 Mx: -4.2299e-001

Fy: 2.3162e+000 My: 3.7471e+000

Fz: 2.2063e+001 Mz: 4.9296e+001

** Load Case/Comb Name: ST: SP

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -5.2411e+001 Mx: -3.3622e-001

Fy: 2.6421e+000 My: 2.7813e+000

Fz: 1.7328e+001 Mz: 1.7497e+001

** Load Case/Comb Name: ST: SA

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.4213e+002 Mx: -1.8333e+000

Fy: 3.2881e+000 My: 1.2086e+001

Fz: 6.3255e+001 Mz: 7.4978e+001

** Load Case/Comb Name: ST: Neve

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -2.0835e+000 Mx: -5.0057e-002

Fy: 1.0296e-001 My: 5.4012e-002

Fz: 4.7370e-001 Mz: 1.3176e+000

** Load Case/Comb Name: ST: Spinta

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -2.6152e+001 Mx: 3.5967e+000

Fy: 4.1304e+000 My: -8.1900e-001

Fz: 2.2869e+000 Mz: -2.6509e+001

** Load Case/Comb Name: ST: Spinta(E)

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -3.4801e+001 Mx: 1.4893e+001

Fy: -5.0723e+001 My: -1.7665e+001

Fz: -6.1843e+001 Mz: -4.1496e+000

** Load Case/Comb Name: RS: E1

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: 9.6845e+000 Mx: 4.2614e+000

Fy: 2.0706e+001 My: 2.6883e+000

Fz: 9.7023e+000 Mz: 4.0773e+000


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: 1.6723e+001 Mx: 3.1432e+000

Fy: 4.5665e+000 My: 6.9854e+000

Fz: 2.4037e+001 Mz: 1.3051e+001

31



** Load Case/Comb Name: RS: Ez

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: 1.0949e+001 Mx: 6.6729e-001

Fy: 1.5619e+000 My: 1.4382e+000

Fz: 5.0694e+000 Mz: 6.6829e+000

** Load Case/Comb Name: CB: SLU

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.7875e+002 Mx: 3.6136e+000

Fy: 1.1970e+001 My: 7.5032e+000

Fz: 5.4892e+001 Mz: 5.4345e+001

** Load Case/Comb Name: CB: Eccezionale

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -2.5108e+002 Mx: -2.5925e+000

Fy: 8.2464e+000 My: 1.8615e+001

Fz: 1.0265e+002 Mz: 1.4177e+002

** Load Case/Comb Name: CB: Vert.Sisma

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.3510e+002 Mx: 2.8375e+000

Fy: 9.0886e+000 My: 5.7094e+000

Fz: 4.1678e+001 Mz: 4.0284e+001

** Load Case/Comb Name: CB: SLV1+_1

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.2755e+002 Mx: 1.2710e+001

Fy: 1.6416e+001 My: 5.6252e+000

Fz: 4.1559e+001 Mz: 4.9037e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.1671e+002 Mx: 1.8883e+000

Fy: 4.4110e+001 My: 1.2033e+001

Fz: 6.4243e+001 Mz: 4.3695e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.3412e+002 Mx: 1.2309e+001

Fy: 1.5479e+001 My: 4.7623e+000

Fz: 3.8518e+001 Mz: 4.5027e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.2328e+002 Mx: 1.4880e+000

Fy: 4.3173e+001 My: 1.1170e+001

Fz: 6.1201e+001 Mz: 3.9686e+001

** Load Case/Comb Name: CB: SLV1-_1

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.4692e+002 Mx: 4.1870e+000

Fy: -2.4995e+001 My: 2.4852e-001

Fz: 2.2155e+001 Mz: 4.0882e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.3608e+002 Mx: -6.6345e+000

Fy: 2.6984e+000 My: 6.6565e+000

Fz: 4.4838e+001 Mz: 3.5541e+001

32




at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.5349e+002 Mx: 3.7866e+000

Fy: -2.5932e+001 My: -6.1438e-001

Fz: 1.9113e+001 Mz: 3.6872e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.4265e+002 Mx: -7.0349e+000

Fy: 1.7613e+000 My: 5.7936e+000

Fz: 4.1796e+001 Mz: 3.1531e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.4699e+002 Mx: 2.2352e+001

Fy: -3.0387e+001 My: -3.7326e+000

Fz: 8.3041e+000 Mz: 5.2414e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.5280e+002 Mx: 1.9795e+001

Fy: -4.2811e+001 My: -5.3456e+000

Fz: 2.4827e+000 Mz: 4.9967e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.5356e+002 Mx: 2.1952e+001

Fy: -3.1325e+001 My: -4.5955e+000

Fz: 5.2624e+000 Mz: 4.8404e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.5937e+002 Mx: 1.9395e+001

Fy: -4.3748e+001 My: -6.2085e+000

Fz: -5.5895e-001 Mz: 4.5958e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.1083e+002 Mx: -1.3720e+001

Fy: 6.1925e+001 My: 1.7627e+001

Fz: 8.3915e+001 Mz: 3.4610e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.1664e+002 Mx: -1.6277e+001

Fy: 4.9502e+001 My: 1.6014e+001

Fz: 7.8094e+001 Mz: 3.2164e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.1740e+002 Mx: -1.4120e+001

Fy: 6.0988e+001 My: 1.6764e+001

Fz: 8.0873e+001 Mz: 3.0600e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.2321e+002 Mx: -1.6677e+001

Fy: 4.8565e+001 My: 1.5151e+001

Fz: 7.5052e+001 Mz: 2.8154e+001

33



** Load Case/Comb Name: CB: SLVZ+_1

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.2667e+002 Mx: 1.0194e+001

Fy: 3.0153e+000 My: 4.7500e+000

Fz: 3.8316e+001 Mz: 5.0860e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.1582e+002 Mx: -6.2756e-001

Fy: 3.0709e+001 My: 1.1158e+001

Fz: 6.1000e+001 Mz: 4.5519e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.3248e+002 Mx: 7.6371e+000

Fy: -9.4081e+000 My: 3.1371e+000

Fz: 3.2495e+001 Mz: 4.8414e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.2163e+002 Mx: -3.1844e+000

Fy: 1.8286e+001 My: 9.5450e+000

Fz: 5.5178e+001 Mz: 4.3073e+001

** Load Case/Comb Name: CB: SLVZ-_1

at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.4857e+002 Mx: 8.8593e+000

Fy: -1.0849e-001 My: 1.8737e+000

Fz: 2.8178e+001 Mz: 3.7495e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.3772e+002 Mx: -1.9621e+000

Fy: 2.7585e+001 My: 8.2817e+000

Fz: 5.0861e+001 Mz: 3.2154e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.5438e+002 Mx: 6.3025e+000

Fy: -1.2532e+001 My: 2.6074e-001

Fz: 2.2356e+001 Mz: 3.5048e+001


at X=6.9787145 Y=-2.7496776 Z=8.83

Fx: -1.4353e+002 Mx: -4.5190e+000

Fy: 1.5162e+001 My: 6.6687e+000

Fz: 4.5040e+001 Mz: 2.9707e+001

Combinazione di carico critica: Eccezionale

Sollecitazioni di calcolo

Fx: ‐251.08 [kN] Mx: ‐2.59 [kNm]

Fy: 8.25 [kN] My: 18.61 [kNm]

Fz: 102.65 [kN] Mz: 141.77 [kNm]

34



Armatura utilizzata:

barre ø 20/20 cm al lembo superiore

barre ø 20/20 cm al lembo inferiore

Azioni resistenti:

Mu = 613.8 [kNm]

Nu = ‐1086.4 [kN]

Moltiplicatore dei carichi: 0.2310 VERIFICATO

35



Sezione di imposta della calotta (sp = 0.70 m)

Figura 6. Section cut lungo la sezione di imposta della calotta (lunghezza section cut = 1.00 m)

-------------------------------------------


(ALL LOAD CASE)

-------------------------------------------

unit: kN, m


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -1.6372e+002 Mx: 9.3865e-001

Fy: 5.9907e+001 My: -2.7924e+000

Fz: -1.8518e+000 Mz: -1.3721e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -1.7786e+002 Mx: 1.4984e+000

Fy: 8.9400e+001 My: -2.1009e+000

Fz: 3.2377e-001 Mz: -1.3037e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -2.7723e+002 Mx: 3.3411e+000

Fy: 1.2622e+002 My: 5.2245e+000

Fz: 3.2211e+001 Mz: -2.3792e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -4.4865e+000 Mx: 6.6190e-002

Fy: 1.7452e+000 My: 2.4601e-003

Fz: 2.3531e-001 Mz: -3.7876e+000

36




at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -9.3488e-001 Mx: -2.1326e+000

Fy: 1.9570e+001 My: -1.5541e-001

Fz: -7.3119e-001 Mz: 2.4501e+001


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: 1.8623e+002 Mx: -7.1500e+000

Fy: 9.2843e+001 My: 3.1504e+001

Fz: 9.7436e+001 Mz: 1.1626e+001


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: 4.9209e+001 Mx: 2.4844e+000

Fy: 3.2875e+001 My: 1.1003e+001

Fz: 3.5409e+001 Mz: 1.6802e+001


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: 3.3964e+001 Mx: 3.8680e+000

Fy: 2.1332e+001 My: 6.8890e+000

Fz: 2.4257e+001 Mz: 3.1239e+001


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: 1.0316e+001 Mx: 2.2447e+000

Fy: 5.9019e+000 My: 1.5545e+000

Fz: 6.6949e+000 Mz: 1.0727e+001


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -4.5199e+002 Mx: 4.9516e-001

Fy: 2.2216e+002 My: -6.5597e+000

Fz: -2.5840e+000 Mz: -3.2169e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -6.1880e+002 Mx: 5.7782e+000

Fy: 2.7552e+002 My: 3.3115e-001

Fz: 3.0683e+001 Mz: -5.0551e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -3.4251e+002 Mx: 3.0452e-001

Fy: 1.6888e+002 My: -5.0487e+000

Fz: -2.2592e+000 Mz: -2.4308e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -2.2415e+002 Mx: 2.4777e+000

Fy: 2.3777e+002 My: 1.7938e+001

Fz: 7.1667e+001 Mz: -2.1020e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -3.5626e+002 Mx: 4.4469e+000

Fy: 1.6927e+002 My: -5.0976e+000

Fz: -1.3492e+000 Mz: -2.3592e+002

37




at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -2.3034e+002 Mx: 1.1309e+000

Fy: 2.3423e+002 My: 1.7005e+001

Fz: 6.7650e+001 Mz: -2.1664e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -3.6245e+002 Mx: 3.1001e+000

Fy: 1.6573e+002 My: -6.0303e+000

Fz: -5.3662e+000 Mz: -2.4236e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -3.2257e+002 Mx: -2.4910e+000

Fy: 1.7202e+002 My: -4.0672e+000

Fz: 8.4775e-001 Mz: -2.4381e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -4.5468e+002 Mx: -5.2182e-001

Fy: 1.0352e+002 My: -2.7103e+001

Fz: -7.2168e+001 Mz: -2.6953e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -3.2876e+002 Mx: -3.8379e+000

Fy: 1.6848e+002 My: -4.9999e+000

Fz: -3.1692e+000 Mz: -2.5025e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -4.6087e+002 Mx: -1.8687e+000

Fy: 9.9978e+001 My: -2.8036e+001

Fz: -7.6185e+001 Mz: -2.7596e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -1.0446e+002 Mx: -1.5588e+000

Fy: 2.9468e+002 My: 3.7111e+001

Fz: 1.3207e+002 Mz: -1.9196e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -1.3399e+002 Mx: -3.0494e+000

Fy: 2.7496e+002 My: 3.0510e+001

Fz: 1.1082e+002 Mz: -2.0204e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -1.1065e+002 Mx: -2.9056e+000

Fy: 2.9114e+002 My: 3.6179e+001

Fz: 1.2805e+002 Mz: -1.9840e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -1.4018e+002 Mx: -4.3963e+000

Fy: 2.7142e+002 My: 2.9577e+001

Fz: 1.0680e+002 Mz: -2.0848e+002

38




at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -5.4484e+002 Mx: 5.0053e+000

Fy: 6.6334e+001 My: -3.9675e+001

Fz: -1.1132e+002 Mz: -2.7769e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -5.7437e+002 Mx: 3.5147e+000

Fy: 4.6609e+001 My: -4.6276e+001

Fz: -1.3257e+002 Mz: -2.8777e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -5.5103e+002 Mx: 3.6585e+000

Fy: 6.2793e+001 My: -4.0607e+001

Fz: -1.1534e+002 Mz: -2.8413e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -5.8056e+002 Mx: 2.1678e+000

Fy: 4.3068e+001 My: -4.7209e+001

Fz: -1.3658e+002 Mz: -2.9421e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -2.5137e+002 Mx: 2.3099e+000

Fy: 2.1889e+002 My: 1.1324e+001

Fz: 5.1567e+001 Mz: -2.1446e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -3.8349e+002 Mx: 4.2792e+000

Fy: 1.5039e+002 My: -1.1711e+001

Fz: -2.1449e+001 Mz: -2.4018e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -2.8090e+002 Mx: 8.1931e-001

Fy: 1.9917e+002 My: 4.7229e+000

Fz: 3.0321e+001 Mz: -2.2454e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -4.1301e+002 Mx: 2.7885e+000

Fy: 1.3066e+002 My: -1.8313e+001

Fz: -4.2695e+001 Mz: -2.5026e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -2.7201e+002 Mx: -2.1795e+000

Fy: 2.0709e+002 My: 8.2154e+000

Fz: 3.8177e+001 Mz: -2.3591e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -4.0412e+002 Mx: -2.1028e-001

Fy: 1.3858e+002 My: -1.4820e+001

Fz: -3.4839e+001 Mz: -2.6163e+002

39




at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -3.0153e+002 Mx: -3.6701e+000

Fy: 1.8736e+002 My: 1.6138e+000

Fz: 1.6931e+001 Mz: -2.4599e+002


at X=0.72932918 Y=-7.3957191 Z=5.07

Fx: -4.3365e+002 Mx: -1.7009e+000

Fy: 1.1886e+002 My: -2.1422e+001

Fz: -5.6085e+001 Mz: -2.7171e+002



Fx: ‐618.80 [kN] Mx: 5.78 [kNm]

Fy: 275.52 [kN] My: 33.11 [kNm]

Fz: 30.68 [kN] Mz: ‐505.51 [kNm]


barre ø 20/20 cm al lembo superiore

barre ø 20/20 cm al lembo inferiore

Azioni resistenti:

Mu = ‐578.7 [kNm]

Nu = ‐708.4 [kN]


40



Sezione di base del piedritto della galleria (spmedio = 1.10 m)

Figura 7. Section cut lungo la base del piedritto della galleria (lunghezza section cut = 1.00 m)

-------------------------------------------


(ALL LOAD CASE)

-------------------------------------------

unit: kN, m


at X=0.091279135 Y=6.3248415 Z=0

Fx: -2.9598e+002 Mx: -6.3892e-001

Fy: 6.1627e+001 My: -1.5946e+001

Fz: -4.4299e+001 Mz: -1.9781e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -1.8182e+002 Mx: -5.0535e-001

Fy: 5.3702e+001 My: -1.2748e+001

Fz: -3.5465e+001 Mz: -1.6438e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -2.5258e+002 Mx: 2.5053e-001

Fy: 8.6691e+001 My: -2.7296e+001

Fz: -8.1271e+001 Mz: -2.5859e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -4.6986e+000 Mx: 1.5018e-002

Fy: 1.8199e+000 My: -4.2214e-001

Fz: -1.1436e+000 Mz: -5.9914e+000

41




at X=0.091279135 Y=6.3248415 Z=0

Fx: 2.0525e+001 Mx: -2.0553e+000

Fy: -2.7888e+001 My: 2.7023e+000

Fz: 4.0849e+000 Mz: 1.0755e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: 4.4783e+002 Mx: 1.3379e+000

Fy: -2.3963e+002 My: 5.9644e+001

Fz: 1.2342e+002 Mz: 1.1722e+003


at X=0.091279135 Y=6.3248415 Z=0

Fx: 1.3287e+002 Mx: 9.5661e-001

Fy: 8.0163e+001 My: 1.7526e+001

Fz: 3.5315e+001 Mz: 3.7307e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: 2.7730e+001 Mx: 2.9684e+000

Fy: 1.2101e+001 My: 1.0399e+001

Fz: 3.5064e+001 Mz: 3.1851e+001


at X=0.091279135 Y=6.3248415 Z=0

Fx: 1.2581e+001 Mx: 7.8695e-001

Fy: 8.0107e+000 My: 2.3856e+000

Fz: 7.7853e+000 Mz: 2.4850e+001


at X=0.091279135 Y=6.3248415 Z=0

Fx: -6.0150e+002 Mx: -4.1370e+000

Fy: 1.1640e+002 My: -3.4423e+001

Fz: -1.0010e+002 Mz: -3.4003e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -7.3038e+002 Mx: -8.9374e-001

Fy: 2.0202e+002 My: -5.5990e+001

Fz: -1.6103e+002 Mz: -6.2079e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -4.5727e+002 Mx: -3.1996e+000

Fy: 8.7442e+001 My: -2.5992e+001

Fz: -7.5679e+001 Mz: -2.5465e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -1.7796e+002 Mx: -7.1500e-001

Fy: 1.0175e+002 My: 1.3263e+001

Fz: 9.5160e+000 Mz: 4.8709e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -4.6330e+002 Mx: -3.2988e+000

Fy: 2.3827e+002 My: -2.8763e+001

Fz: -8.5572e+001 Mz: -2.3535e+002

42




at X=0.091279135 Y=6.3248415 Z=0

Fx: -1.8551e+002 Mx: -1.1872e+000

Fy: 9.6941e+001 My: 1.1831e+001

Fz: 4.8448e+000 Mz: 4.7218e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -4.7085e+002 Mx: -3.7710e+000

Fy: 2.3346e+002 My: -3.0194e+001

Fz: -9.0244e+001 Mz: -2.5026e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -4.4370e+002 Mx: -2.6282e+000

Fy: -5.8578e+001 My: -2.1790e+001

Fz: -6.1115e+001 Mz: -2.5904e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -7.2904e+002 Mx: -5.2121e+000

Fy: 7.7942e+001 My: -6.3816e+001

Fz: -1.5620e+002 Mz: -9.8148e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -4.5125e+002 Mx: -3.1004e+000

Fy: -6.3385e+001 My: -2.3221e+001

Fz: -6.5786e+001 Mz: -2.7395e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -7.3659e+002 Mx: -5.6842e+000

Fy: 7.3136e+001 My: -6.5247e+001

Fz: -1.6087e+002 Mz: -9.9639e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: 6.1926e+001 Mx: 1.6298e+000

Fy: -1.1364e+002 My: 5.0024e+001

Fz: 9.5732e+001 Mz: 1.0688e+003


at X=0.091279135 Y=6.3248415 Z=0

Fx: -1.7797e+001 Mx: 1.0559e+000

Fy: -1.6174e+002 My: 3.9508e+001

Fz: 7.4542e+001 Mz: 8.4495e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: 5.4377e+001 Mx: 1.1577e+000

Fy: -1.1845e+002 My: 4.8593e+001

Fz: 9.1060e+001 Mz: 1.0539e+003


at X=0.091279135 Y=6.3248415 Z=0

Fx: -2.5345e+001 Mx: 5.8371e-001

Fy: -1.6654e+002 My: 3.8077e+001

Fz: 6.9871e+001 Mz: 8.3004e+002

43




at X=0.091279135 Y=6.3248415 Z=0

Fx: -8.8920e+002 Mx: -6.9829e+000

Fy: 3.4143e+002 My: -9.0061e+001

Fz: -2.2123e+002 Mz: -1.3393e+003


at X=0.091279135 Y=6.3248415 Z=0

Fx: -9.6892e+002 Mx: -7.5569e+000

Fy: 2.9333e+002 My: -1.0058e+002

Fz: -2.4242e+002 Mz: -1.5632e+003


at X=0.091279135 Y=6.3248415 Z=0

Fx: -8.9675e+002 Mx: -7.4551e+000

Fy: 3.3662e+002 My: -9.1492e+001

Fz: -2.2590e+002 Mz: -1.3542e+003


at X=0.091279135 Y=6.3248415 Z=0

Fx: -9.7647e+002 Mx: -8.0291e+000

Fy: 2.8852e+002 My: -1.0201e+002

Fz: -2.4709e+002 Mz: -1.5781e+003


at X=0.091279135 Y=6.3248415 Z=0

Fx: -2.6216e+002 Mx: -8.3376e-001

Fy: 5.1241e+001 My: 2.6643e+000

Fz: -9.7550e+000 Mz: 2.4334e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -5.4750e+002 Mx: -3.4176e+000

Fy: 1.8776e+002 My: -3.9361e+001

Fz: -1.0484e+002 Mz: -4.7910e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -3.4188e+002 Mx: -1.4077e+000

Fy: 3.1433e+000 My: -7.8516e+000

Fz: -3.0944e+001 Mz: 1.9501e+001


at X=0.091279135 Y=6.3248415 Z=0

Fx: -6.2722e+002 Mx: -3.9916e+000

Fy: 1.3966e+002 My: -4.9877e+001

Fz: -1.2603e+002 Mz: -7.0294e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -2.8732e+002 Mx: -2.4077e+000

Fy: 3.5220e+001 My: -2.1070e+000

Fz: -2.5326e+001 Mz: 1.9364e+002


at X=0.091279135 Y=6.3248415 Z=0

Fx: -5.7266e+002 Mx: -4.9915e+000

Fy: 1.7174e+002 My: -4.4133e+001

Fz: -1.2041e+002 Mz: -5.2880e+002

44




at X=0.091279135 Y=6.3248415 Z=0

Fx: -3.6705e+002 Mx: -2.9816e+000

Fy: -1.2878e+001 My: -1.2623e+001

Fz: -4.6515e+001 Mz: -3.0200e+001


at X=0.091279135 Y=6.3248415 Z=0

Fx: -6.5238e+002 Mx: -5.5655e+000

Fy: 1.2364e+002 My: -5.4648e+001

Fz: -1.4160e+002 Mz: -7.5264e+002

Combinazione di carico critica: SLV2-_4


Fx: ‐976.47 [kN] Mx: 8.03 [kNm]

Fy: 288.52 [kN] My: 102.01 [kNm]

Fz: ‐247.09 [kN] Mz: 1578.10 [kNm]


barre ø 20/10 cm al lembo interno

barre ø 20/10 cm al lembo esterno

Azioni resistenti:

Mu = 1689.6 [kNm]

Nu = 1045.5 [kN]


45



Sezione di base della veletta (sp = 0.50 m)

Figura 8. Section cut lungo la base della veletta (lunghezza section cut = 1.60 m)

-------------------------------------------


(ALL LOAD CASE)

-------------------------------------------

unit: kN, m


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -3.4669e+002 Mx: 3.1020e+000

Fy: 3.5815e+001 My: 6.4671e+001

Fz: 1.3474e+002 Mz: -6.0520e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -4.6329e+001 Mx: -6.1966e-001

Fy: 2.6324e+001 My: 6.9081e+001

Fz: 8.6728e+001 Mz: -4.3184e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -2.1085e+002 Mx: -1.6850e+001

Fy: 7.8753e+000 My: 2.4886e+002

Fz: 4.0873e+002 Mz: -4.1042e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -3.5220e+000 Mx: 6.2302e-002

Fy: 5.8463e-001 My: 1.6063e+000

Fz: 3.0874e+000 Mz: -9.1700e-001

46




at X=15.578663 Y=-1.8605141 Z=2.34

Fx: 4.5306e+001 Mx: -4.2498e+000

Fy: -9.1423e+001 My: 3.3959e+000

Fz: 5.8093e+001 Mz: 1.0949e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: 1.0534e+002 Mx: -1.0529e+002

Fy: -8.6058e+001 My: 1.3711e+003

Fz: 1.6688e+003 Mz: 1.2632e+002


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: 3.5509e+001 Mx: 3.4287e+001

Fy: 2.9017e+001 My: 4.1686e+002

Fz: 5.0964e+002 Mz: 4.1447e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: 7.3661e+001 Mx: 5.7274e+000

Fy: 1.1125e+001 My: 2.7765e+001

Fz: 5.2991e+001 Mz: 1.5512e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: 1.9626e+001 Mx: 1.7437e+000

Fy: 2.9078e+000 My: 1.4035e+001

Fz: 2.3469e+001 Mz: 4.4384e+000


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -4.5730e+002 Mx: -2.2043e+000

Fy: -3.7191e+001 My: 1.8070e+002

Fz: 3.6806e+002 Mz: -1.2196e+002


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -6.0387e+002 Mx: -1.4368e+001

Fy: 7.0015e+001 My: 3.8261e+002

Fz: 6.3020e+002 Mz: -1.4475e+002


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -3.4771e+002 Mx: -1.7675e+000

Fy: -2.9283e+001 My: 1.3715e+002

Fz: 2.7956e+002 Mz: -9.2754e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -2.5261e+002 Mx: 3.1753e+000

Fy: -2.1874e+001 My: 9.7788e+002

Fz: 1.3128e+003 Mz: -7.4273e+000


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -3.6001e+002 Mx: 6.2911e+001

Fy: 2.3086e+001 My: 1.3856e+002

Fz: 2.7971e+002 Mz: -9.2525e+001

47




at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -2.6439e+002 Mx: 2.1291e+000

Fy: -2.3618e+001 My: 9.6946e+002

Fz: 1.2987e+003 Mz: -1.0090e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -3.7179e+002 Mx: 6.1864e+001

Fy: 2.1341e+001 My: 1.3013e+002

Fz: 2.6562e+002 Mz: -9.5188e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -3.2363e+002 Mx: -6.5399e+001

Fy: -7.9907e+001 My: 1.4416e+002

Fz: 2.9350e+002 Mz: -9.0321e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -4.3103e+002 Mx: -5.6641e+000

Fy: -3.4948e+001 My: -6.9517e+002

Fz: -7.3957e+002 Mz: -1.7542e+002


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -3.3540e+002 Mx: -6.6446e+001

Fy: -8.1652e+001 My: 1.3574e+002

Fz: 2.7942e+002 Mz: -9.2984e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -4.4281e+002 Mx: -6.7103e+000

Fy: -3.6693e+001 My: -7.0359e+002

Fz: -7.5365e+002 Mz: -1.7808e+002


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -1.5217e+002 Mx: -9.0517e+001

Fy: -9.4638e+001 My: 1.6653e+003

Fz: 2.1613e+003 Mz: 6.2840e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -1.7347e+002 Mx: -1.1109e+002

Fy: -1.1205e+002 My: 1.4152e+003

Fz: 1.8555e+003 Mz: 3.7972e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -1.6394e+002 Mx: -9.1563e+001

Fy: -9.6383e+001 My: 1.6569e+003

Fz: 2.1472e+003 Mz: 6.0177e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -1.8525e+002 Mx: -1.1214e+002

Fy: -1.1379e+002 My: 1.4068e+003

Fz: 1.8414e+003 Mz: 3.5309e+001

48




at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -5.1017e+002 Mx: 1.0860e+002

Fy: 5.5226e+001 My: -1.1325e+003

Fz: -1.2823e+003 Mz: -2.2082e+002


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -5.3147e+002 Mx: 8.8028e+001

Fy: 3.7816e+001 My: -1.3826e+003

Fz: -1.5881e+003 Mz: -2.4569e+002


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -5.2194e+002 Mx: 1.0755e+002

Fy: 5.3482e+001 My: -1.1409e+003

Fz: -1.2964e+003 Mz: -2.2348e+002


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -5.4325e+002 Mx: 8.6982e+001

Fy: 3.6071e+001 My: -1.3910e+003

Fz: -1.6021e+003 Mz: -2.4835e+002


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -2.6373e+002 Mx: -1.9605e+001

Fy: -4.0150e+001 My: 6.9591e+002

Fz: 9.7245e+002 Mz: -3.3333e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -3.7113e+002 Mx: 4.0130e+001

Fy: 4.8092e+000 My: -1.4342e+002

Fz: -6.0613e+001 Mz: -1.1843e+002


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -2.8503e+002 Mx: -4.0178e+001

Fy: -5.7560e+001 My: 4.4579e+002

Fz: 6.6667e+002 Mz: -5.8202e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -3.9244e+002 Mx: 1.9558e+001

Fy: -1.2601e+001 My: -3.9354e+002

Fz: -3.6639e+002 Mz: -1.4330e+002


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -3.0298e+002 Mx: -2.3093e+001

Fy: -4.5966e+001 My: 6.6784e+002

Fz: 9.2552e+002 Mz: -4.2210e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -4.1038e+002 Mx: 3.6643e+001

Fy: -1.0065e+000 My: -1.7149e+002

Fz: -1.0755e+002 Mz: -1.2731e+002

49




at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -3.2429e+002 Mx: -4.3665e+001

Fy: -6.3376e+001 My: 4.1772e+002

Fz: 6.1974e+002 Mz: -6.7078e+001


at X=15.578663 Y=-1.8605141 Z=2.34

Fx: -4.3169e+002 Mx: 1.6070e+001

Fy: -1.8417e+001 My: -4.2161e+002

Fz: -4.1333e+002 Mz: -1.5218e+002

Combinazione di carico critica: SLV2+_1


Fx: ‐152.17 [kN] Mx: ‐90.52 [kNm]

Fy: ‐94.64 [kN] My: 1665.30 [kNm]

Fz: 2161.30 [kN] Mz: 62.84 [kNm]


barre ø 20/10 cm lungo i lati corti della sezione

barre ø 20/20 cm lungo i lati lunghi della sezione

Azioni resistenti:

Nu = ‐183.45 [kN]

Mu,y = 2007.65 [kNm]

Mu,z = 75.76 [kNm]


50



Sezione di incastro della veletta (sp = 0.50 m)

Figura 9. Momenti flettenti e deformata della veletta per combinazione di carico “Eccezionale”


51




-------------------------------------------


-------------------------------------------

unit: kN, m


at X=23.530108 Y=-2.8340174 Z=9.7718625

Fx: -1.9696e+002 Mx: -4.4212e+001

Fy: 1.4048e+002 My: 1.7317e+001

Fz: -1.9990e+002 Mz: -1.3010e+002


barre ø 16/20 cm al lembo interno

Azioni resistenti:

Mu = ‐325.5 [kN]


52



Sezione in mezzeria della veletta (sp = 0.50 m)



-------------------------------------------


-------------------------------------------

unit: kN, m


at X=15.806173 Y=-5.964824 Z=9.7708017

Fx: 1.1289e+003 Mx: 5.5532e+000

Fy: -5.1661e+000 My: -4.0139e+001

Fz: -1.7951e+002 Mz: 6.8690e+001


barre ø 12/20 cm al lembo esterno

Azioni resistenti:

Mu = 185.1 [kN]


53



6.2. Verifiche a taglio

6.2.1. Elementi senza armature trasversali resistenti a taglio

Per elementi sprovvisti di armature trasversali resistenti a taglio, quali le solette piene

in c.a., la resistenza a taglio RdV viene valutata sulla base della resistenza a trazione

del calcestruzzo.

La verifica di resistenza (SLU) si pone con:

dbdbfk

V wcpwcpc

kclRd

15.015.0

10018.0min

3

1

con:

2200

12

1

dk ;

2

1

2

3

min 035.0 ckfk ;

e dove:

d è l’altezza utile della sezione;

db

A

w

sll è il rapporto geometrico di armatura longitudinale;

c

Edcp A

N è la tensione media di compressione della sezione;

wb è la larghezza minima della sezione (in mm).

Di seguito si riportano le verifiche eseguite, nelle quali sia il taglio sollecitante che

quello resistente sono da intendersi riferiti ad una sezione di larghezza pari alla

lunghezza della section cut analizzata.

54



Sezione in chiave della galleria (sp = 0.70 m)


Vsd,max = 61.93 kN

Materiali Geometria sezione Sollecitazioni di calcolo

Calcestruzzo b [mm] 900 NEd [kN] 110.83

h [mm] 700 VEd [kN] 61.93 Rck [Mpa] 35 c [mm] 50 fck [Mpa] 29.1 d [mm] 650 fcd [Mpa] 16.5 VERIFICA

Armatura longitudinale

Acciaio Sezione non armata a taglio

n° barre 8

fyk [Mpa] 450 diametro 20 VRd [kN] 268.55

fyd [Mpa] 391.3 Area [mm^2] 2512 Verificato

Risulta quindi Vsd,max = 61.93 kN < VRd = 268.55 kN VERIFICATO

Sezione di imposta della calotta (sp = 0.70 m)


Vsd,max = 294.68 kN






n° barre 10




55



Sezione di base del piedritto della galleria (spmedio = 1.10 m)


Vsd,max = 341.43 kN






n° barre 10




6.2.2. Elementi con armature trasversali resistenti a taglio

La resistenza a taglio VRd di elementi strutturali dotati di specifica armatura a taglio

viene valutata sulla base di una adeguata schematizzazione a traliccio. La verifica di

resistenza (SLU) si pone con

EdRd VV

dove VEd è il valore di calcolo dello sforzo di taglio agente.

Con riferimento all’armatura trasversale, la resistenza di calcolo a “taglio trazione” si

calcola con:

senctgctgfs

AdV yd

swRsd 9.0

Con riferimento al calcestruzzo d’anima, la resistenza di calcolo a “taglio

compressione” si calcola con:

21

'9.0

ctg

ctgctgfbdV cdcwRcd

La resistenza al taglio della trave è la minore delle due sopra definite:

56



RcdRsdRd VVV ,min

dove:

Asw è l’area dell’armatura trasversale;

s è l’interasse tra due armature trasversali consecutive;

α è l’angolo di inclinazione dell’armatura trasversale rispetto all’asse della trave;

f’cd è la resistenza a compressione ridotta del calcestruzzo d’anima cdcd ff 5.0'

αc è un coefficiente maggiorativo.

Sezione di base della veletta (sp = 0.50 m)


Vsd,max = 2161.30 kN




Armatura longitudinale Acciaio Sezione non armata a taglio

n° barre 22 fyk [Mpa] 450 diametro 20 VRd [kN] 396.08 fyd [Mpa] 391.3 Area [mm^2] 6908 Armare!!!

Armatura trasversale Sezione armata a taglio

k 1.36

vmin 0.30 Staffe Ф 12 Crisi biella ed armatura ρl 0.0089 n° bracci 2

σcp 0.1902 Asw [mm^2] 226.08 VRsd [kN] 2375.68

s [mm] 100 VRcd [kN] 2375.68 ν 0.5

(σcp)* 0.1902125 VRd [kN] 2375.68

ac 1.011554875 Verificato

ωsw 0.107 cotgθ 1.925 cotgθ* 1.925

Ipotizzando di adottare quindi barre orizzontali Ф 12 con passo 10 cm si ha:

Vsd = 2161.30 kN < VRd = 2375.68 kN VERIFICATO

57



7. Aspetti geotecnici e fondazioni

7.1. Premessa

Dal punto di vista geotecnico e delle fondazioni, il progetto delle strutture è stato

redatto secondo le prescrizioni e le indicazioni delle normative tecniche di cui al capitolo II –

Norme e specifiche; in particolare, sia per quanto concerne le azioni sulle costruzioni, sia per

quanto attiene le resistenze dei materiali e le resistenze globali del sistema, la progettazione

è stata eseguita secondo le nuove “Norme Tecniche sulle Costruzioni” di cui al D.M.

14.01.2008, avendo adottato la metodologia di verifica agli Stati Limite.

Come già precedentemente esposto, sulla base delle ricostruzioni stratigrafiche

effettuate e le prove in situ di caratterizzazione meccanica, il terreno di fondazione si può

classificare come categoria B, ossia rocce tenere e depositi di terreni a grana grossa molto

addensati o terreni a grana fina molto consistenti con spessori superiori a 30 m, caratterizzati

da un graduale miglioramento delle proprietà meccaniche con la profondità e da valori di Vs,30

compresi tra 360 m/s e 800 m/s, (ovvero NSPT,30 > 50 nei terreni a grana grossa e cu,30 > 250

kPa nei terreni a grana fina.

La tipologia del terreno di fondazione e le caratteristiche della struttura in elevazione,

hanno fortemente condizionato la scelta del tipo di fondazione da realizzare. Si è optato per

una fondazione di tipo diretta costituita da una platea in c.a. di altezza pari a 1.40 m

poggiante su uno strato di 0.10 m di calcestruzzo magro.

7.2. Caratterizzazione meccanica dei terreni

La presente relazione si riferisce ad un’opera che si inquadra in un progetto più

complesso per il riassetto viario della città di Salerno. Pertanto, la caratterizzazione

meccanica dei terreni di fondazione fa riferimento alle dettagliate indagini geognostiche

effettuate ed elaborate nelle relazioni geologiche e geotecniche alle quali si rimanda. Da

esse emerge che la zona San Leo sono presenti rocce di natura calcarea, per la precisione

calcari marnosi. La resistenza degli ammassi rocciosi deve tenere in conto, oltre che la

resistenza della roccia intatta, anche la presenza quantitativa e qualitativa delle discontinuità.

A tal proposito, la relazione geotecnica e geomeccanica, basandosi sui risultati delle

prove down hole effettuate e raffrontando il metodo di Bieniawski e quello di Hoek e Brown

per la caratterizzazione delle rocce, suggerisce di adottare i seguenti parametri di progetto:

58



peso per unità di volume: 3/25 mkN

coesione: KPac 30

angolo di attrito: 46

7.3. Criteri di analisi e verifica agli Stati Limite Ultimi (SLU)

Gli stati limite ultimi delle fondazioni superficiali si riferiscono allo sviluppo di

meccanismi di collasso determinati dalla mobilitazione della resistenza del terreno e al

raggiungimento della resistenza degli elementi strutturali che compongono la fondazione

stessa.

Per ogni stato limite ultimo deve essere verificata la condizione:

dd RE

dove Ed rappresenta l’insieme amplificato delle azioni agenti, ed Rd l’insieme delle

resistenze, queste ultime corrette in funzione della tipologia del metodo di approccio al

calcolo eseguito, della geometria del sistema e delle proprietà meccaniche dei materiali e dei

terreni in uso.

Nelle verifiche del complesso terreno – fondazione è stato perseguito l’approccio

progettuale di tipo 2, che prevede un’unica combinazione di gruppi di coefficienti

(A1+M1+R3) da adottare sia nelle verifiche strutturali sia in quelle geotecniche.

In particolare, in funzione del tipo di verifica da eseguire, avremo, per le azioni

derivanti da carichi gravitazionali, i seguenti coefficienti parziali:

Carichi

Coefficiente

parziale

gF (o gE)

(A1)

STR

Permanenti gG1 1.0÷1.3

Perm. non strutturali gG2 0.0÷1.5

Variabili gQ,i 0.0÷1.5

Tabella 1. Coefficienti parziali per le azioni o per l’effetto delle azioni

Ai fini delle resistenze, in funzione del tipo di verifica da eseguire, il valore di progetto

può ricavarsi in base alle indicazioni innanzi riportate.

59



Parametro Parametro di

riferimento

Coefficiente

parziale

gM

(M1)

Tangente dell’angolo di

resistenza al taglio tan f’K gf’ 1.0

Coesione efficace c’K gc’ 1.0

Resistenza non drenata cuk gcu 1.0

Peso dell’unità di volume g gg 1.0

Tabella 2. Coefficienti parziali per i parametri geotecnici del terreno

Le verifiche, riportate nel seguito della presente, saranno effettuate nei confronti dei

seguenti stati limite:

SLU di tipo geotecnico (GEO)

- collasso per carico limite dell’insieme fondazione - terreno;

- collasso per scorrimento sul piano di posa;

SLU di tipo strutturale (STR)

- raggiungimento della resistenza negli elementi strutturali.

Trattandosi di opere di fondazione dirette, ai fini della verifiche agli stati limite ultimi di tipo

geotecnico, si applica un ulteriore coefficiente di sicurezza, funzione del tipo di approccio

progettuale adottato e del tipo di verifica condotta, secondo le indicazioni contenute nella

seguente tabella:

Verifica

Coefficiente

parziale

R1

Coefficiente

parziale

R2

Coefficiente

parziale

R3

Capacità portante gR = 1.0 gR = 1.8 gR = 2.3

Scorrimento gR = 1.0 gR = 1.1 gR = 1.1

Tabella 3. Coefficienti parziali per le verifiche agli stati limite ultimi di fondazioni superficiali

60



7.4. Modello del terreno di fondazione

Per la caratterizzazione del terreno di fondazione dal punto di vista meccanico, si

decide di adottare uno schema che prevede la presenza di un’unica formazione

rappresentata dalla roccia dolomitica le cui caratteristiche di resistenza sono state illustrate

nel paragrafo 7.2 e di seguito ripetute:

c1,

B

D

strato�

[KN/m3]

c

[KPa]

φ

[°]

1 25.0 30.0 46.0

In fase di verifica dello stato tensionale del complesso terreno – fondazione e per le

verifiche di scorrimento, si adotteranno i coefficienti R3 di sicurezza presenti in tabella 3.

7.5. Verifica a carico limite

La verifica a carico limite della fondazione è stata eseguita in condizioni drenate ed in

termini di tensioni effettive, facendo riferimento alla nota formula trinomia di Terzaghi.

221limB

cNDNq cccqqq

in cui i parametri indicati rappresentano:

- 1 è il peso dell’unità di volume del terreno presente al di sopra del piano di posa

della fondazione;

61



- 2 è il peso dell’unità di volume del terreno presente al di sotto del piano di posa

della fondazione;

- D è la profondità del piano di posa della fondazione;

- B è la larghezza della fondazione;

- Nq, Nc, Ng sono coefficienti tabellati in funzione dell’angolo di attrito del terreno

presente al di sotto del piano di posa;

- q, c, g sono i coefficienti correttivi di forma; essi dipendono dalla lunghezza L e

dalla larghezza B della fondazione;

- q, c, g sono i coefficienti correttivi di inclinazione del carico; essi dipendono dalla

lunghezza L e dalla larghezza B della fondazione, dall’entità dei carichi verticale ed

orizzontale agenti, dalla coesione e dall’angolo di attrito del terreno presente al di

sotto del piano di posa;

In particolare, per la determinazione del carico verticale di esercizio, si pone:

BL

Nqes

dove:

- N è la risultante degli sforzi normali agenti sulla fondazione nella condizione di

carico considerata comprensivi del peso della platea;

- L è la lunghezza della fondazione;

- B è la larghezza della fondazione.

Per la determinazione del carico orizzontale di esercizio, si pone invece:

h

Tq

L B

in cui:

- T è la risultante degli sforzi di taglio agenti sulla fondazione nella condizione di

carico considerata;

- L è la lunghezza della fondazione;

- B è la larghezza della fondazione

62



Per tener conto dell’eccentricità del carico viene considerata, ai fini del calcolo, una

fondazione di dimensioni ridotte pari a:

' 2 LL L e

' 2 BB B e

con eL ed eB eccentricità del carico nelle due direzioni.

La determinazione del carico limite è stata effettuata considerando tutte le combinazioni di

carico previste dalla normativa, al fine di massimizzare parametri quali il carico di esercizio e

l’eccentricità dei carichi.

Si riporta di seguito la verifica a carico limite relativamente alla combinazione più gravosa

delle azioni, risultata essere la SLV2+_4. Si è assunto per la platea di fondazione una forma

in pianta rettangolare con dimensioni 25.0 x 30.0 m.

63

Galle

Galle

erie Via Frà G

erie Artificiali

Generoso – V

San Leo - R

Via Paesano

Relazione di C

o

Calcolo

64

Galle

Galle

erie Via Frà G

erie Artificiali

Generoso – V

San Leo - R

Via Paesano

Relazione di C

o

Calcolo

65

Galle

Galle

erie Via Frà G

erie Artificiali

Generoso – V

San Leo - R

Via Paesano

Relazione di C

o

Calcolo

66



8. Conclusioni

Il progetto è stato redatto in conformità dell’art.17 della Legge 2.2.74 n°64 e dei

decreti ministeriali emanati ai sensi degli artt.1 e 3 della medesima legge, ed in particolare

delle nuove “Norme tecniche per le costruzioni” di cui al D.M. 14 gennaio 2008.

Le analisi condotte confermano che tutte le verifiche prescritte dalla normativa

vigente risultano soddisfatte. Le strutture soddisfano, pertanto, i requisiti di sicurezza

prescritti dalle vigenti Leggi.

ing. Giampiero Martuscelli

67

File di input del modello di calcolo

Allegato A – File di input modello di calcolo

*** PROJECT INFORMATION Project Name : 359 P-d_Gallerie artificiali San Leo Date : 20/01/2010 *** CONTROL DATA Unit System : KN, M *** LOAD CASE DATA NO NAME TYPE SELF WEIGHT FACTOR DESCRIPTION X Y Z -------- -------------------- ---------- ------ ------ ------ ----------------------------------- 1 PP D 0.000 0.000 -1.000 2 SP D 0.000 0.000 0.000 4 SA L 0.000 0.000 0.000 6 Neve S 0.000 0.000 0.000 5 Spinta D 0.000 0.000 0.000 3 Spinta(E) E 0.000 0.000 0.000 7 SW D 0.000 0.000 0.000 8 CP D 0.000 0.000 0.000 9 SN S 0.000 0.000 0.000 *** MATERIAL PROPERTY DATA NO NAME TYPE MODULUS OF SHEAR THERMAL POISSON WEIGHT ELASTICITY MODULUS COEFF. RATIO DENSITY -------- -------------------- ------- ------ ---------- ---------- ---------- ---------- ---------- 1 C28/35 CONC 3.284e+007 1.368e+007 1e-005 0.2 23.54 NO NAME TYPE STRENGTH OF DESIGN MATERIAL STEEL CONCRETE MAIN REBAR SUB REBAR -------- -------------------- ------- ------------ ------------ ------------ ------------ 1 C28/35 CONC - 3e+004 4e+005 4e+005 *** SECTION PROPERTY DATA NO NAME SHAPE H B tw tf1 r1 ------ ---------- ------ -------- -------- -------- -------- -------- 2 Pil. 65x65 SB 0.65 0.65 0 0 0 ** SUPPORT / SPECIFIED DISPLACEMENT NODE SUPPORT SPECIFIED DISPLACEMENT DDDRRR Dx Dy Dz Rx Ry Rz -------- -------- ---------- ---------- ---------- ---------- ---------- ---------- 1 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 7 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 12 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 271 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 299 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 301 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 302 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 303 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 304 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 305 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 306 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 307 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2387 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2388 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2389 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2390 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2391 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2392 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2393 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2394 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2395 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2396 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2397 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2398 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2399 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2400 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000


2401 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2402 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2403 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2404 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2405 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2406 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2407 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2408 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2409 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2410 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2411 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2412 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2413 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2414 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2452 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2453 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2454 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2455 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2456 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2457 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2458 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2459 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2460 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2461 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2462 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2463 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2464 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2465 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2466 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2467 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2468 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2469 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2470 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2471 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2503 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2504 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2505 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2506 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2507 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2508 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2509 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2517 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2518 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2519 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2520 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2521 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2522 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2523 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2531 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2532 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2535 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2536 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2539 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2540 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2543 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2544 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2550 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3446 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3447 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3448 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3449 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3450 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3451 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3452 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3453 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3454 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3455 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3456 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3457 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3458 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3459 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3460 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3461 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3462 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3463 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3464 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3468 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3469 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3470 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3471 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3472 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3473 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000


3474 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3475 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3476 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3477 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3478 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3479 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3480 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3481 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3482 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3483 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3484 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3485 111111 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 *** FLOOR DIAPHRAGM / RIGID LINK DATA MASTER DDDRRR NODES OF SAME DISPLACEMENT ---------- --------------- ------------------------------------------------------------ 9 111111 19 23 13 111111 130 247 272 111111 150 2139 300 111111 170 2472 111111 275 507 2473 111111 504 2510 111111 869 1968 2511 111111 868 1967 2512 111111 867 1966 2513 111111 865 866 1965 2514 111111 864 1964 2515 111111 863 1963 2516 111111 861 862 1962 2524 111111 689 2146 2525 111111 688 2145 2526 111111 686 687 2144 2527 111111 685 2143 2528 111111 684 2142 2529 111111 682 683 2141 2530 111111 681 2140 2533 111111 509 2138 2534 111111 508 2137 2537 111111 506 2538 111111 505 2541 111111 503 2542 111111 502 2474 2545 111111 501 2546 111111 500 2589 111111 221 2554 2961to2970 3230to3236 3588to3606 3486 111111 2956to2960 3224to3229 3487 111111 2952to2955 3218to3223 *** LOAD DATA ; Self Weight, Nodal Load, Specified Displacement, Beam Load, Floor Load, Finishing Material Load, System Temperature, Nodal Temperature, Element Temperature, Beam Section Temperature, Wind Load, Static Seismic Load, Time History Analysis Data [ LOAD CASE : PP ] ** SELF WEIGHT DATA ; X=0, Y=0, Z=-1 ** NODAL LOAD DATA NODE FX FY FZ MX MY MZ -------- ---------- ---------- ---------- ---------- ---------- ---------- 3553 0 0 -29.6 5.3 -4.5 0 3586 0 0 -17.4 7.6 -0.4 0 4676 0 0 -79.5 12.7 -14.3 0 [ LOAD CASE : SP ] ** NODAL LOAD DATA NODE FX FY FZ MX MY MZ -------- ---------- ---------- ---------- ---------- ---------- ---------- 3553 0 0 -58.2 15.4 13.3 0 3586 0 0 -25.4 21.7 -0.8 0 4676 0 0 -153.2 31.6 -41 0


[ LOAD CASE : SA ] [ LOAD CASE : Neve ] ** NODAL LOAD DATA NODE FX FY FZ MX MY MZ -------- ---------- ---------- ---------- ---------- ---------- ---------- 3553 0 0 -4.4 1.1 0.9 0 3586 0 0 -2.1 1.6 -0.1 0 4676 0 0 -11.5 2.4 -3 0 [ LOAD CASE : Spinta ] [ LOAD CASE : Spinta(E) ] *** RESPONSE SPECTRUM FUNCTION DATA NAME FUNCTION SCALE GRAVITY DATA TYPE ------------------------- ---------------- -------------------------------------------------- Spettro Orizzontale NTC 2008 Normalized Acc. 1 9.806 0:0.184 0.239:0.204 0.718:0.204

0.782:0.187 0.846:0.173 Spettro Verticale NTC 2008 Normalized Acc. 1 9.806 0:0.053 0.05:0.093 0.15:0.093

0.235:0.06 0.32:0.044 *** RESPONSE SPECTRUM LOAD CASE DATA NAME FUNCTION DIR. ANGLE SCALE PERIOD ACCIDENTAL NAME FACTOR ECCENTRICITY --------------- --------------- ------ -------- -------- -------- --------------- *** LOAD COMBINATION DATA ** GENERAL NO NAME TYPE ACTIVE DESCRIPTION -------- ---------- ---------- ---------- --------------------------------------------- 1 SLU Add ACTIVE 2 Eccezionale Add ACTIVE 3 Vert.Sisma Add ACTIVE 4 SLV1+_1 Add ACTIVE 5 SLV1+_2 Add ACTIVE 6 SLV1+_3 Add ACTIVE 7 SLV1+_4 Add ACTIVE 8 SLV1-_1 Add ACTIVE 9 SLV1-_2 Add ACTIVE 10 SLV1-_3 Add ACTIVE 11 SLV1-_4 Add ACTIVE 12 SLV2+_1 Add ACTIVE 13 SLV2+_2 Add ACTIVE 14 SLV2+_3 Add ACTIVE 15 SLV2+_4 Add ACTIVE 16 SLV2-_1 Add ACTIVE 17 SLV2-_2 Add ACTIVE 18 SLV2-_3 Add ACTIVE 19 SLV2-_4 Add ACTIVE 20 SLVZ+_1 Add ACTIVE 21 SLVZ+_2 Add ACTIVE 22 SLVZ+_3 Add ACTIVE 23 SLVZ+_4 Add ACTIVE 24 SLVZ-_1 Add ACTIVE 25 SLVZ-_2 Add ACTIVE 26 SLVZ-_3 Add ACTIVE 27 SLVZ-_4 Add ACTIVE 28 ENV Envelope ACTIVE


Le seguenti immagini mostrano la numerazione degli elementi per i quali, nei tabulati di

output, è riportato in modo completo lo stato di sollecitazione.

Numerazione degli elementi plate della calotta

Numerazione degli elementi plate alla base del piedritto della galleria


Numerazione degli elementi plate all’incastro e in mezzeria della veletta

Numerazione dei nodi in cui sono applicate le azioni trasmesse dalle strutture metalliche (cesti)

File di output del modello di calcolo

Allegato B – File di output modello di calcolo

<< SELECTED LOAD CASE/COMBINATION DETAIL LIST >> [[Selected Load Cases]] LOAD CASE ANAL.TYPE DESCRIPTION STATIC LOAD CASE DETAIL TYPE ---------- --------- ---------------------------------------- ------------------------------- E1 Res.Spec E2 Res.Spec Ez Res.Spec PP Static Dead Load (D) SP Static Dead Load (D) SA Static Live Load (L) Neve Static Snow Load (S) Spinta Static Dead Load (D) Spinta(E) Static Earthquake (E) ____________________________________________________________________________________________________ REACTION FORCES & MOMENTS DEFAULT PRINTOUT. Unit System : kN , m _____________________________________________ Node LC FX FY FZ MX MY MZ ------ -------- ---- ----------- ----------- ----------- ----------- ----------- ----------- 1 E1 (RS) 41.5 35.9 12.1 11.1 185.5 0.6 E2 (RS) 7.9 18.3 14.1 1.2 20.9 0.9 Ez (RS) 4.2 4.2 7.3 0.7 11.9 0.3 PP 34.4 5.7 133.1 -6.7 111.6 0.7 SP 29.4 5.7 78.9 -5.4 91.0 0.4 SA 47.6 25.4 110.1 -8.6 144.0 0.8 Neve 1.0 0.1 1.7 -0.2 3.1 0.0 Spinta -12.2 10.2 8.1 2.6 -43.0 0.6 Spinta(E) -123.3 104.3 -39.9 34.7 -579.9 1.5 7 E1 (RS) 211.3 15.3 85.9 43.3 667.1 85.0 E2 (RS) 42.4 38.3 160.6 5.1 78.7 15.4 Ez (RS) 15.3 15.8 41.1 1.9 29.7 5.0 PP -26.1 -128.7 602.1 2.7 -42.0 -12.8 SP -22.9 -53.8 705.9 0.6 -9.5 -8.6 SA -146.1 -129.3 692.0 21.5 -331.6 -49.2 Neve -1.2 -2.0 11.0 0.1 -2.0 -0.5 Spinta -5.8 15.8 3.4 -2.3 34.7 -0.4 Spinta(E) -657.0 -43.1 286.0 130.2 -2003.4 -276.8 12 E1 (RS) 81.5 17.6 171.7 3.1 380.1 18.2 E2 (RS) 25.7 51.7 32.5 1.8 69.0 10.0 Ez (RS) 6.7 13.4 18.3 0.5 19.9 2.6 PP 17.2 -27.4 307.0 -0.1 0.9 -1.4 SP 12.5 -16.5 528.4 -0.9 20.7 0.7 SA -42.2 -34.7 325.4 0.9 -156.3 -9.0 Neve 0.2 -0.6 6.5 0.0 -0.5 -0.1 Spinta 2.1 10.4 30.6 0.4 55.9 -3.2 Spinta(E) -237.8 56.4 -535.2 9.1 -1101.6 -51.8 271 E1 (RS) 47.5 15.9 39.2 18.5 293.6 12.2 E2 (RS) 32.0 41.1 63.8 5.2 82.4 9.6 Ez (RS) 7.3 8.1 16.9 1.3 20.8 3.7 PP -14.1 -7.7 231.8 -0.9 -14.2 5.8 SP -14.8 -25.2 473.3 0.6 10.3 -2.7 SA -46.9 -32.2 347.7 -7.6 -120.0 -5.9 Neve -0.4 -0.5 5.8 -0.0 -0.7 0.1 Spinta 34.9 11.3 10.2 6.4 103.2 -19.2 Spinta(E) -135.3 -16.7 107.2 -53.6 -851.6 -32.8 299 E1 (RS) 13.1 13.3 57.0 6.3 103.0 25.0 E2 (RS) 17.0 17.8 72.8 2.5 40.5 9.0 Ez (RS) 5.6 3.6 16.4 1.0 15.7 3.5 PP -19.9 -19.3 95.1 -1.2 -20.0 -2.6 SP -30.0 -45.2 204.1 2.2 36.3 11.7 SA -36.5 -37.9 173.8 -1.3 -20.9 -1.9 Neve -0.7 -0.6 2.7 -0.0 -0.7 -0.1 Spinta 37.8 7.7 -41.8 7.3 119.6 24.4 Spinta(E) -37.4 -39.0 174.5 -18.2 -297.2 -71.8 301 E1 (RS) 43.8 4.7 158.9 0.0 186.9 0.2 E2 (RS) 6.3 17.9 17.0 0.1 15.7 0.8 Ez (RS) 4.0 4.0 10.8 0.0 11.9 0.3 PP 34.9 13.6 192.5 -0.1 100.7 0.3 SP 29.6 10.9 127.2 -0.0 83.5 0.2


SA 46.9 30.6 181.8 -0.1 130.3 0.3 Neve 1.0 0.3 3.7 -0.0 3.0 0.0 Spinta -13.7 2.7 -32.1 -0.1 -50.6 0.5 Spinta(E) -132.1 -5.4 -517.4 -0.0 -586.9 0.2 302 E1 (RS) 40.9 31.1 6.8 11.0 183.8 0.6 E2 (RS) 7.9 16.2 14.8 1.3 20.9 1.2 Ez (RS) 4.6 4.1 5.7 0.8 13.8 0.4 PP 31.9 19.6 124.2 5.8 97.3 0.2 SP 27.5 14.7 72.3 4.8 80.4 0.3 SA 46.7 33.3 99.6 7.8 131.0 0.0 Neve 1.0 0.5 1.7 0.2 3.1 -0.0 Spinta -17.2 -4.2 -1.2 -3.7 -62.1 0.7 Spinta(E) -122.8 -105.5 -10.9 -34.6 -578.2 -1.2 303 E1 (RS) 11.1 18.6 65.5 5.1 82.6 19.2 E2 (RS) 6.3 10.0 38.8 1.1 17.6 3.2 Ez (RS) 2.1 3.2 13.0 0.5 8.3 1.7 PP 2.0 -9.2 46.8 2.8 45.4 9.9 SP 2.5 -5.1 25.6 2.3 37.2 8.0 SA 7.3 -2.4 18.1 3.9 64.2 13.5 Neve 0.1 -0.1 0.4 0.1 1.5 0.3 Spinta -3.1 -1.0 3.1 -2.2 -35.8 -7.4 Spinta(E) 38.9 -60.5 209.5 -15.8 -258.9 -60.7 304 E1 (RS) 25.3 7.8 25.0 6.8 111.6 1.0 E2 (RS) 9.8 15.5 16.7 1.3 21.7 2.3 Ez (RS) 2.8 4.2 6.6 0.4 6.6 0.4 PP -24.3 21.6 81.9 3.7 -59.7 0.4 SP -21.4 14.2 137.6 1.8 -29.7 0.2 SA 3.8 19.6 2.1 -0.3 5.0 -0.2 Neve -0.6 0.5 1.6 0.1 -1.4 0.0 Spinta 53.3 -7.0 7.4 -9.6 156.9 0.4 Spinta(E) -55.4 9.0 -53.4 17.2 -280.6 -1.8 305 E1 (RS) 4.4 16.1 58.5 4.3 70.5 16.5 E2 (RS) 10.1 13.3 54.7 2.0 32.2 6.3 Ez (RS) 3.1 3.3 13.4 0.4 6.5 1.2 PP -16.9 31.8 137.3 2.8 -45.5 9.1 SP -17.0 37.8 160.3 1.1 -18.2 3.1 SA -3.2 20.3 79.6 0.1 -2.1 0.2 Neve -0.2 0.6 2.5 0.0 -0.7 0.1 Spinta 9.0 -2.8 -4.1 -6.2 100.7 -22.4 Spinta(E) 9.9 50.1 185.2 11.5 -187.5 44.2 306 E1 (RS) 29.6 15.6 119.0 5.5 120.7 1.5 E2 (RS) 9.9 15.3 23.1 1.4 25.6 2.6 Ez (RS) 3.2 4.1 8.1 0.4 7.8 0.4 PP -23.0 11.2 43.3 -3.0 -66.3 0.6 SP -17.0 7.5 132.8 -1.5 -32.4 0.3 SA 6.7 19.7 -5.4 0.2 5.2 0.1 Neve -0.6 0.2 0.7 -0.1 -1.7 0.0 Spinta 58.1 15.5 115.8 7.1 162.9 -0.1 Spinta(E) -63.3 -38.9 -299.6 -13.5 -298.0 3.1 307 E1 (RS) 15.8 34.8 144.5 10.2 105.0 21.5 E2 (RS) 13.4 14.2 59.6 3.7 38.0 6.8 Ez (RS) 2.8 3.3 13.5 0.7 7.4 1.4 PP -10.9 -18.7 84.8 -4.7 -48.2 -9.9 SP -14.4 -24.9 112.3 -2.2 -22.6 -4.2 SA 6.4 9.7 -34.1 0.2 2.3 0.1 Neve -0.4 -0.5 2.2 -0.1 -1.4 -0.3 Spinta 19.3 30.4 -114.1 10.9 111.8 23.3 Spinta(E) -34.4 -100.2 420.5 -25.6 -263.4 -54.1 2387 E1 (RS) 41.0 31.2 8.2 11.2 183.6 0.6 E2 (RS) 8.2 16.0 15.4 1.4 22.1 1.2 Ez (RS) 4.6 4.1 5.9 0.9 14.1 0.4 PP 31.8 18.4 122.8 5.9 97.2 0.3 SP 27.4 13.7 71.2 4.9 80.2 0.3 SA 46.7 31.4 97.8 8.0 131.3 0.1 Neve 1.0 0.5 1.7 0.2 3.1 -0.0 Spinta -17.6 -4.2 -1.1 -3.9 -63.4 0.7 Spinta(E) -123.1 -105.9 3.3 -35.3 -577.7 -1.2 2388 E1 (RS) 41.0 31.0 11.1 11.2 183.0 0.6 E2 (RS) 8.6 15.6 16.3 1.4 23.3 1.3 Ez (RS) 4.7 4.1 6.3 0.9 14.3 0.4 PP 31.6 16.9 121.0 5.9 96.8 0.3 SP 27.2 12.5 69.9 4.9 79.8 0.3 SA 46.5 29.1 95.7 8.0 131.2 0.1 Neve 1.0 0.5 1.6 0.2 3.1 -0.0 Spinta -18.0 -4.0 -1.1 -3.9 -64.5 0.7 Spinta(E) -123.2 -105.0 16.7 -35.2 -575.9 -1.3


2389 E1 (RS) 41.1 30.4 14.4 11.2 182.3 0.7 E2 (RS) 9.1 15.2 17.7 1.5 24.6 1.3 Ez (RS) 4.8 4.1 6.8 0.9 14.5 0.4 PP 31.4 15.1 119.1 5.9 96.3 0.3 SP 27.0 11.1 68.5 4.8 79.3 0.3 SA 46.3 26.6 93.4 8.0 131.0 0.1 Neve 1.0 0.4 1.6 0.2 3.1 -0.0 Spinta -18.4 -3.8 -1.2 -4.0 -65.6 0.7 Spinta(E) -123.7 -102.9 29.3 -35.1 -574.0 -1.4 2390 E1 (RS) 41.4 29.5 18.1 11.1 181.6 0.7 E2 (RS) 9.6 14.7 19.4 1.6 25.9 1.3 Ez (RS) 4.9 4.0 7.6 0.9 14.8 0.4 PP 31.3 13.1 117.0 5.9 95.8 0.3 SP 26.8 9.6 67.1 4.8 78.8 0.3 SA 46.2 23.8 90.7 8.0 130.9 0.1 Neve 1.0 0.4 1.5 0.2 3.1 -0.0 Spinta -18.9 -3.5 -1.4 -4.1 -66.7 0.8 Spinta(E) -124.8 -99.7 42.4 -35.0 -571.7 -1.7 2391 E1 (RS) 42.0 28.3 22.3 11.1 180.7 0.9 E2 (RS) 10.3 14.1 21.7 1.7 27.3 1.3 Ez (RS) 5.1 4.0 8.5 0.9 15.1 0.4 PP 31.2 10.8 114.4 5.8 95.3 0.3 SP 26.7 7.9 65.3 4.8 78.3 0.3 SA 46.2 20.7 87.4 8.0 130.7 0.1 Neve 1.0 0.3 1.5 0.2 3.1 -0.0 Spinta -19.5 -3.1 -1.5 -4.1 -67.8 0.7 Spinta(E) -126.5 -95.4 57.0 -34.8 -568.9 -2.3 2392 E1 (RS) 42.7 26.8 27.5 11.0 179.4 1.3 E2 (RS) 11.0 13.5 24.7 1.8 28.9 1.3 Ez (RS) 5.3 3.8 9.5 0.9 15.4 0.5 PP 31.3 8.2 111.2 5.8 94.8 0.4 SP 26.8 6.0 63.2 4.8 77.8 0.4 SA 46.5 17.3 83.1 8.0 130.5 0.2 Neve 1.0 0.3 1.4 0.2 3.1 0.0 Spinta -20.3 -2.7 -1.4 -4.2 -68.9 0.7 Spinta(E) -128.8 -90.3 74.6 -34.5 -564.6 -3.8 2393 E1 (RS) 43.3 25.2 34.1 10.8 177.2 2.1 E2 (RS) 11.9 12.8 28.4 1.9 30.4 1.3 Ez (RS) 5.6 3.7 10.9 1.0 15.7 0.5 PP 31.6 5.2 107.2 5.8 94.0 0.7 SP 27.0 3.9 60.6 4.7 77.1 0.6 SA 47.1 13.6 77.7 8.0 130.2 0.4 Neve 1.0 0.2 1.3 0.2 3.1 0.0 Spinta -21.3 -2.2 -1.3 -4.3 -69.8 0.5 Spinta(E) -130.7 -84.5 96.9 -34.1 -557.4 -6.7 2394 E1 (RS) 43.1 23.3 43.1 10.6 173.3 3.9 E2 (RS) 13.1 12.1 33.2 2.0 31.9 1.3 Ez (RS) 6.0 3.5 12.5 1.0 16.0 0.4 PP 31.7 1.8 102.1 5.7 92.7 1.3 SP 27.1 1.6 57.4 4.6 76.0 1.1 SA 47.8 9.6 70.6 7.9 129.3 1.1 Neve 1.0 0.1 1.2 0.2 3.1 0.0 Spinta -22.3 -1.7 -0.8 -4.3 -70.4 0.0 Spinta(E) -129.6 -78.0 127.3 -33.3 -544.4 -12.4 2395 E1 (RS) 39.4 21.7 56.0 10.1 165.7 7.4 E2 (RS) 14.5 11.6 39.9 2.0 33.2 1.0 Ez (RS) 6.3 3.4 14.6 1.0 16.1 0.4 PP 30.8 -2.1 95.5 5.5 90.1 2.8 SP 26.4 -1.0 53.3 4.5 73.8 2.2 SA 47.4 5.2 61.0 7.7 126.6 3.1 Neve 1.0 0.1 1.1 0.2 3.0 0.1 Spinta -22.8 -1.2 0.1 -4.3 -69.8 -1.1 Spinta(E) -117.1 -72.3 170.9 -31.8 -519.9 -23.9 2396 E1 (RS) 21.5 19.4 81.6 9.4 154.0 12.5 E2 (RS) 15.2 10.5 52.4 2.0 33.4 1.0 Ez (RS) 6.0 3.2 18.4 1.0 15.8 0.7 PP 23.8 -6.2 88.7 5.2 85.4 5.4 SP 20.9 -3.5 49.0 4.3 70.0 4.3 SA 39.5 0.5 47.4 7.4 121.1 6.7 Neve 0.8 -0.0 0.9 0.2 2.9 0.2 Spinta -19.2 -0.7 2.2 -4.1 -67.4 -3.4 Spinta(E) -57.8 -64.1 256.5 -29.5 -481.8 -40.1 2397 E1 (RS) 41.0 34.2 13.7 10.7 183.1 0.6 E2 (RS) 7.7 18.1 13.6 1.2 20.0 0.9 Ez (RS) 4.1 4.2 6.9 0.7 11.7 0.3


PP 33.6 5.2 130.8 -6.4 108.7 0.7 SP 28.8 5.1 77.5 -5.2 88.9 0.4 SA 46.5 24.0 107.6 -8.2 140.4 0.8 Neve 1.0 0.1 1.7 -0.2 3.1 0.0 Spinta -12.2 10.0 7.4 2.5 -43.2 0.6 Spinta(E) -121.7 99.2 -47.0 33.6 -572.8 1.4 2398 E1 (RS) 41.1 32.6 16.7 10.8 183.7 0.5 E2 (RS) 7.6 18.1 13.3 1.1 19.5 0.9 Ez (RS) 4.1 4.2 6.6 0.7 11.7 0.3 PP 33.2 4.9 131.3 -6.3 107.7 0.7 SP 28.5 4.7 77.8 -5.2 88.2 0.5 SA 46.0 23.2 107.6 -8.2 139.1 0.9 Neve 0.9 0.1 1.7 -0.2 3.1 0.0 Spinta -12.4 9.7 6.5 2.6 -44.1 0.6 Spinta(E) -122.1 93.9 -58.5 33.7 -574.8 1.4 2399 E1 (RS) 41.2 30.5 21.6 10.8 184.3 0.5 E2 (RS) 7.5 18.1 13.0 1.1 18.9 0.9 Ez (RS) 4.0 4.3 6.3 0.7 11.7 0.3 PP 32.8 4.8 132.5 -6.3 106.6 0.7 SP 28.3 4.5 78.7 -5.1 87.6 0.5 SA 45.5 22.6 108.6 -8.1 137.8 0.9 Neve 0.9 0.1 1.8 -0.2 3.1 0.0 Spinta -12.6 9.4 5.1 2.6 -44.9 0.5 Spinta(E) -122.4 86.8 -75.8 33.8 -576.7 1.3 2400 E1 (RS) 41.3 27.7 28.7 10.8 184.8 0.4 E2 (RS) 7.4 18.1 12.7 1.1 18.3 1.0 Ez (RS) 4.0 4.3 6.1 0.7 11.7 0.3 PP 32.4 5.0 134.6 -6.2 105.6 0.7 SP 28.0 4.5 80.3 -5.1 86.9 0.5 SA 44.9 22.3 110.6 -8.0 136.4 0.9 Neve 0.9 0.1 1.9 -0.2 3.0 0.0 Spinta -12.7 8.9 3.1 2.7 -45.7 0.5 Spinta(E) -122.6 77.6 -100.2 33.9 -578.5 1.2 2401 E1 (RS) 41.2 24.2 38.7 10.9 185.2 0.4 E2 (RS) 7.2 18.1 12.5 1.0 17.7 1.0 Ez (RS) 3.9 4.2 5.9 0.7 11.7 0.3 PP 32.0 5.5 137.9 -6.1 104.5 0.7 SP 27.7 4.8 82.9 -5.0 86.2 0.5 SA 44.2 22.4 114.2 -7.9 135.1 0.9 Neve 0.9 0.1 2.0 -0.2 3.0 0.0 Spinta -12.8 8.2 0.5 2.7 -46.5 0.5 Spinta(E) -122.5 66.2 -133.5 34.0 -580.2 1.1 2402 E1 (RS) 41.1 20.0 52.4 10.9 185.6 0.4 E2 (RS) 6.9 18.1 12.4 1.0 17.1 1.0 Ez (RS) 3.9 4.2 6.0 0.7 11.7 0.3 PP 31.5 6.5 142.8 -6.1 103.5 0.6 SP 27.4 5.4 86.7 -5.0 85.5 0.4 SA 43.6 23.0 119.7 -7.8 133.8 0.8 Neve 0.9 0.1 2.1 -0.2 3.0 0.0 Spinta -12.9 7.3 -3.1 2.8 -47.2 0.5 Spinta(E) -122.5 52.5 -178.1 34.1 -581.7 1.0 2403 E1 (RS) 41.1 15.2 70.6 10.9 185.9 0.4 E2 (RS) 6.6 18.1 12.7 1.0 16.6 1.0 Ez (RS) 3.9 4.1 6.4 0.7 11.7 0.3 PP 31.2 8.0 149.9 -6.0 102.6 0.5 SP 27.2 6.5 92.4 -5.0 84.9 0.4 SA 43.1 24.4 128.1 -7.8 132.7 0.7 Neve 0.9 0.2 2.4 -0.2 3.0 0.0 Spinta -13.1 6.2 -7.8 2.8 -48.0 0.5 Spinta(E) -122.5 36.5 -237.1 34.2 -583.2 1.0 2404 E1 (RS) 41.2 10.0 94.9 10.9 186.3 0.3 E2 (RS) 6.4 18.0 13.3 0.9 16.2 1.0 Ez (RS) 3.9 4.1 7.3 0.7 11.7 0.3 PP 31.1 10.1 160.3 -6.0 101.9 0.4 SP 27.1 8.1 100.7 -4.9 84.4 0.3 SA 42.8 26.6 140.7 -7.7 131.9 0.4 Neve 0.9 0.2 2.7 -0.2 3.0 0.0 Spinta -13.4 4.8 -14.3 2.9 -48.8 0.5 Spinta(E) -123.1 18.7 -314.9 34.3 -584.6 1.0 2405 E1 (RS) 41.7 5.5 128.1 10.9 186.6 0.3 E2 (RS) 6.2 18.0 14.9 0.9 15.9 0.8 Ez (RS) 3.9 4.0 9.0 0.7 11.8 0.2 PP 31.6 12.8 176.1 -6.0 101.6 0.2 SP 27.4 10.3 113.6 -4.9 84.2 0.1 SA 43.2 29.8 160.6 -7.7 131.5 0.2 Neve 0.9 0.3 3.2 -0.2 3.0 -0.0


Spinta -13.8 3.2 -23.3 2.9 -49.4 0.4 Spinta(E) -125.0 0.1 -420.6 34.3 -586.0 0.9 2406 E1 (RS) 41.5 4.7 127.5 10.9 186.8 0.3 E2 (RS) 6.1 17.8 15.4 0.9 15.6 0.8 Ez (RS) 3.8 3.9 9.0 0.7 12.1 0.2 PP 33.1 14.4 175.7 5.8 99.6 0.3 SP 28.5 11.5 113.3 4.8 82.7 0.2 SA 45.9 31.4 160.2 7.6 129.2 0.1 Neve 0.9 0.3 3.2 0.2 3.0 -0.0 Spinta -12.9 2.2 -24.2 -3.0 -51.8 0.5 Spinta(E) -124.9 -10.8 -418.5 -34.4 -586.6 -0.5 2407 E1 (RS) 41.0 8.1 93.6 10.9 186.5 0.3 E2 (RS) 6.0 17.6 14.3 0.9 15.7 1.1 Ez (RS) 3.9 3.9 7.3 0.7 12.2 0.3 PP 32.3 17.1 159.4 5.8 99.2 0.3 SP 28.0 13.7 100.0 4.8 82.4 0.2 SA 45.5 34.5 139.8 7.6 129.1 0.0 Neve 0.9 0.4 2.7 0.2 3.0 -0.0 Spinta -13.4 0.6 -16.2 -3.1 -52.6 0.7 Spinta(E) -123.2 -29.2 -310.8 -34.3 -585.8 -0.5 2408 E1 (RS) 40.9 13.0 68.6 10.9 186.2 0.4 E2 (RS) 6.1 17.5 13.8 0.9 15.9 1.1 Ez (RS) 4.0 3.8 6.3 0.7 12.4 0.3 PP 32.0 19.2 148.5 5.8 98.8 0.2 SP 27.8 15.2 91.3 4.8 82.1 0.2 SA 45.5 36.7 126.7 7.6 129.1 -0.1 Neve 0.9 0.5 2.4 0.2 3.0 -0.0 Spinta -14.0 -0.7 -10.8 -3.1 -53.7 0.8 Spinta(E) -122.8 -46.5 -230.9 -34.3 -585.1 -0.5 2409 E1 (RS) 40.9 17.6 49.6 10.9 185.9 0.4 E2 (RS) 6.3 17.3 13.7 1.0 16.3 1.2 Ez (RS) 4.1 3.9 5.8 0.7 12.6 0.3 PP 31.9 20.6 140.9 5.8 98.5 0.2 SP 27.7 16.3 85.2 4.8 81.8 0.2 SA 45.7 37.9 117.7 7.6 129.3 -0.2 Neve 0.9 0.5 2.1 0.2 3.0 -0.0 Spinta -14.5 -1.8 -7.0 -3.2 -54.9 0.8 Spinta(E) -122.9 -62.0 -169.6 -34.3 -584.4 -0.5 2410 E1 (RS) 41.0 21.6 35.2 10.9 185.7 0.4 E2 (RS) 6.5 17.2 13.8 1.0 16.8 1.2 Ez (RS) 4.2 3.9 5.5 0.8 12.8 0.3 PP 31.9 21.4 135.4 5.8 98.3 0.1 SP 27.7 16.8 80.9 4.8 81.6 0.1 SA 46.0 38.4 111.5 7.6 129.6 -0.2 Neve 1.0 0.6 2.0 0.2 3.0 -0.0 Spinta -15.1 -2.6 -4.4 -3.3 -56.1 0.8 Spinta(E) -123.1 -75.0 -122.5 -34.2 -583.6 -0.6 2411 E1 (RS) 41.0 24.8 24.3 10.9 185.3 0.4 E2 (RS) 6.7 17.0 13.8 1.0 17.4 1.2 Ez (RS) 4.3 3.9 5.3 0.8 13.0 0.3 PP 31.9 21.8 131.5 5.7 98.1 0.1 SP 27.7 16.9 77.9 4.8 81.4 0.1 SA 46.3 38.2 107.2 7.6 130.0 -0.2 Neve 1.0 0.6 1.9 0.2 3.0 -0.0 Spinta -15.6 -3.3 -2.6 -3.4 -57.3 0.8 Spinta(E) -123.2 -85.5 -86.5 -34.1 -582.6 -0.7 2412 E1 (RS) 41.0 27.3 16.3 10.8 184.9 0.5 E2 (RS) 6.9 16.9 13.9 1.1 18.1 1.2 Ez (RS) 4.4 4.0 5.3 0.8 13.2 0.3 PP 32.0 21.7 128.6 5.7 97.9 0.1 SP 27.7 16.7 75.7 4.8 81.2 0.2 SA 46.5 37.5 104.1 7.6 130.3 -0.2 Neve 1.0 0.6 1.8 0.2 3.0 -0.0 Spinta -16.1 -3.7 -1.6 -3.4 -58.6 0.8 Spinta(E) -123.1 -93.6 -59.1 -34.1 -581.4 -0.9 2413 E1 (RS) 40.9 29.2 10.7 10.8 184.4 0.5 E2 (RS) 7.2 16.7 14.1 1.1 19.0 1.2 Ez (RS) 4.5 4.0 5.4 0.8 13.4 0.3 PP 32.0 21.3 126.5 5.7 97.7 0.2 SP 27.6 16.3 74.1 4.7 80.9 0.2 SA 46.6 36.4 102.0 7.6 130.5 -0.1 Neve 1.0 0.6 1.7 0.2 3.0 -0.0 Spinta -16.5 -4.0 -1.1 -3.5 -59.7 0.8 Spinta(E) -122.9 -99.5 -38.5 -34.0 -580.0 -1.0 2414 E1 (RS) 40.8 30.4 7.6 10.8 183.9 0.5


E2 (RS) 7.5 16.5 14.3 1.2 19.9 1.2 Ez (RS) 4.5 4.0 5.5 0.8 13.6 0.3 PP 31.9 20.6 125.1 5.7 97.4 0.2 SP 27.5 15.6 73.0 4.7 80.6 0.2 SA 46.6 35.0 100.5 7.7 130.7 -0.1 Neve 1.0 0.5 1.7 0.2 3.1 -0.0 Spinta -16.9 -4.2 -1.0 -3.6 -60.8 0.7 Spinta(E) -122.6 -103.4 -23.1 -33.9 -578.5 -1.1 2452 E1 (RS) 17.6 4.7 23.1 4.8 79.3 0.7 E2 (RS) 6.9 10.9 12.0 0.9 15.3 1.8 Ez (RS) 2.0 3.0 4.8 0.3 4.8 0.3 PP -17.3 14.7 56.7 2.6 -42.8 0.3 SP -15.2 10.0 98.4 1.3 -21.3 0.1 SA 2.9 13.6 0.3 -0.2 3.7 -0.2 Neve -0.4 0.3 1.1 0.1 -1.0 0.0 Spinta 37.6 -3.3 9.7 -6.8 111.4 0.3 Spinta(E) -38.1 0.3 -53.4 12.1 -198.6 -1.0 2453 E1 (RS) 17.4 4.6 28.3 4.8 79.3 0.6 E2 (RS) 6.8 10.8 12.0 0.9 15.3 1.8 Ez (RS) 2.0 2.9 4.9 0.3 4.8 0.3 PP -17.2 14.0 54.9 2.6 -43.0 0.3 SP -15.1 9.7 98.6 1.3 -21.4 0.1 SA 3.0 13.4 -0.7 -0.2 3.8 -0.1 Neve -0.4 0.3 1.1 0.1 -1.1 0.0 Spinta 37.4 -1.7 14.4 -6.8 111.2 0.2 Spinta(E) -37.1 -4.4 -68.1 12.1 -198.0 -0.6 2454 E1 (RS) 17.3 5.1 34.5 4.9 79.3 0.7 E2 (RS) 6.7 10.7 12.1 0.9 15.3 1.9 Ez (RS) 2.0 2.9 5.0 0.3 4.9 0.3 PP -17.2 13.2 52.7 2.6 -43.2 0.3 SP -15.0 9.4 98.6 1.3 -21.5 0.1 SA 3.2 13.2 -1.6 -0.2 3.9 -0.1 Neve -0.4 0.3 1.0 0.1 -1.1 0.0 Spinta 37.2 0.1 20.4 -6.8 111.1 0.2 Spinta(E) -36.4 -9.2 -85.0 12.1 -197.7 -0.2 2455 E1 (RS) 17.3 6.2 41.7 4.9 79.5 0.7 E2 (RS) 6.6 10.6 12.4 0.9 15.5 1.9 Ez (RS) 2.1 2.8 5.1 0.3 4.9 0.3 PP -17.2 12.2 49.8 2.7 -43.4 0.3 SP -14.8 8.8 98.3 1.3 -21.5 0.1 SA 3.3 13.2 -2.4 -0.2 4.0 -0.1 Neve -0.4 0.2 1.0 0.1 -1.1 0.0 Spinta 37.0 2.3 27.9 -6.8 111.0 0.1 Spinta(E) -36.1 -14.0 -104.5 12.1 -197.6 0.3 2456 E1 (RS) 17.5 7.7 50.3 4.9 79.8 0.7 E2 (RS) 6.6 10.6 12.8 1.0 15.7 1.8 Ez (RS) 2.1 2.8 5.2 0.3 5.0 0.3 PP -17.1 11.0 46.1 2.7 -43.6 0.3 SP -14.6 8.1 97.5 1.3 -21.5 0.0 SA 3.4 13.1 -3.1 -0.2 4.1 -0.1 Neve -0.4 0.2 0.9 0.1 -1.1 0.0 Spinta 37.0 4.7 37.4 -6.8 110.9 0.1 Spinta(E) -36.4 -18.8 -126.9 12.1 -197.9 0.8 2457 E1 (RS) 18.0 9.3 60.4 4.9 80.1 0.8 E2 (RS) 6.7 10.5 13.5 1.0 15.9 1.6 Ez (RS) 2.2 2.8 5.2 0.3 5.1 0.3 PP -17.0 9.7 41.3 2.7 -43.8 0.3 SP -14.2 7.2 95.9 1.3 -21.5 -0.0 SA 3.5 13.2 -3.6 -0.3 4.1 -0.1 Neve -0.4 0.2 0.8 0.1 -1.1 0.0 Spinta 37.0 7.4 49.6 -6.8 110.9 -0.0 Spinta(E) -37.4 -23.6 -153.0 12.1 -198.5 1.1 2458 E1 (RS) 18.9 11.1 72.8 4.9 80.3 0.6 E2 (RS) 7.0 10.5 14.8 1.0 16.1 1.2 Ez (RS) 2.2 2.8 5.4 0.3 5.1 0.2 PP -16.9 8.0 34.6 2.7 -43.8 0.2 SP -13.6 5.9 93.0 1.3 -21.4 -0.0 SA 3.6 13.3 -3.8 -0.3 4.2 -0.0 Neve -0.4 0.1 0.6 0.1 -1.1 0.0 Spinta 37.3 10.6 66.0 -6.8 110.9 -0.1 Spinta(E) -39.5 -28.2 -184.3 12.2 -198.7 1.2 2459 E1 (RS) 37.5 21.9 116.3 15.8 162.4 2.3 E2 (RS) 12.8 20.1 24.4 3.5 36.4 3.1 Ez (RS) 4.3 5.4 10.2 1.0 10.7 0.5 PP -31.6 12.4 78.0 -8.7 -89.1 0.7 SP -26.4 7.6 184.9 -4.3 -43.7 0.5


SA 10.3 26.1 -9.8 0.6 6.2 0.0 Neve -0.8 0.2 1.5 -0.2 -2.3 0.0 Spinta 75.2 24.2 99.9 20.9 215.2 -0.4 Spinta(E) -79.8 -54.5 -292.6 -39.0 -400.5 5.6 2460 E1 (RS) 40.8 27.5 75.0 16.2 166.3 3.5 E2 (RS) 13.9 20.0 20.7 3.8 39.1 4.1 Ez (RS) 4.6 5.5 9.9 1.1 11.0 0.6 PP -33.3 7.2 94.7 -8.8 -90.3 0.9 SP -28.4 3.8 189.1 -4.3 -44.5 0.5 SA 10.6 26.1 -10.9 0.6 6.0 0.2 Neve -0.9 0.1 1.9 -0.2 -2.3 0.0 Spinta 76.5 34.0 54.2 21.0 215.9 -0.7 Spinta(E) -88.1 -68.9 -183.6 -39.9 -410.7 8.9 2461 E1 (RS) 44.9 32.6 43.6 16.7 172.0 4.2 E2 (RS) 15.5 19.8 20.0 4.2 43.1 4.3 Ez (RS) 4.9 5.6 9.8 1.1 11.5 0.6 PP -34.8 3.0 104.2 -8.9 -91.7 0.9 SP -29.6 1.1 188.6 -4.4 -45.1 0.3 SA 10.6 25.5 -10.7 0.5 5.7 0.3 Neve -0.9 -0.1 2.2 -0.2 -2.4 0.0 Spinta 78.4 41.3 25.2 21.1 217.2 -1.0 Spinta(E) -99.1 -82.5 -96.3 -41.4 -425.5 10.9 2462 E1 (RS) 49.6 36.6 19.8 17.4 178.4 4.6 E2 (RS) 17.3 19.6 21.5 4.6 47.6 4.3 Ez (RS) 5.2 5.6 9.9 1.2 12.0 0.6 PP -36.1 -0.5 109.7 -9.0 -93.0 0.8 SP -30.2 -1.0 186.3 -4.4 -45.4 0.1 SA 10.3 24.5 -10.4 0.5 5.2 0.3 Neve -1.0 -0.1 2.3 -0.2 -2.5 0.0 Spinta 80.5 46.2 5.4 21.3 218.8 -1.1 Spinta(E) -112.0 -93.5 -22.0 -43.1 -442.8 12.2 2463 E1 (RS) 54.6 39.0 15.4 18.0 185.3 4.7 E2 (RS) 19.3 19.1 25.0 5.1 52.4 4.3 Ez (RS) 5.5 5.5 10.2 1.2 12.5 0.6 PP -37.3 -3.2 112.8 -9.2 -94.1 0.7 SP -30.4 -3.0 183.3 -4.4 -45.5 -0.0 SA 10.0 23.1 -10.4 0.5 4.7 0.3 Neve -1.0 -0.2 2.4 -0.2 -2.5 0.0 Spinta 82.8 48.5 -9.3 21.4 220.5 -1.2 Spinta(E) -126.3 -100.6 44.7 -44.9 -461.4 12.6 2464 E1 (RS) 60.0 39.5 33.5 18.7 192.2 4.5 E2 (RS) 21.5 18.4 30.3 5.6 57.4 4.1 Ez (RS) 5.7 5.3 10.7 1.3 13.0 0.6 PP -38.4 -5.4 114.7 -9.2 -95.1 0.6 SP -30.5 -5.3 180.0 -4.4 -45.4 -0.1 SA 9.6 21.5 -11.2 0.4 4.3 0.2 Neve -1.1 -0.2 2.5 -0.3 -2.6 0.0 Spinta 85.3 48.5 -22.0 21.6 222.2 -1.0 Spinta(E) -141.1 -102.8 110.0 -46.7 -479.9 12.0 2465 E1 (RS) 65.3 38.1 56.8 19.3 198.3 3.7 E2 (RS) 24.1 17.6 37.4 6.1 62.5 3.9 Ez (RS) 6.0 5.1 11.5 1.3 13.5 0.6 PP -39.5 -7.3 116.2 -9.3 -95.8 0.3 SP -30.6 -8.0 176.9 -4.4 -45.2 -0.2 SA 9.3 19.7 -13.1 0.4 4.0 0.1 Neve -1.1 -0.3 2.6 -0.3 -2.6 0.0 Spinta 87.8 46.4 -35.8 21.7 223.3 -0.4 Spinta(E) -155.9 -100.1 181.1 -48.3 -496.5 9.8 2466 E1 (RS) 70.2 35.4 85.9 19.7 202.8 2.0 E2 (RS) 26.9 16.5 46.9 6.5 67.2 3.5 Ez (RS) 6.4 4.7 12.8 1.4 13.9 0.5 PP -40.6 -9.0 118.2 -9.3 -95.9 -0.3 SP -30.9 -11.2 174.3 -4.4 -44.9 -0.2 SA 9.2 17.8 -16.8 0.4 4.0 -0.1 Neve -1.2 -0.3 2.7 -0.3 -2.7 0.0 Spinta 90.0 42.4 -54.2 21.7 223.2 1.0 Spinta(E) -169.0 -93.8 266.6 -49.5 -508.4 5.0 2467 E1 (RS) 72.8 32.9 123.7 19.8 203.5 2.2 E2 (RS) 30.1 15.5 59.4 6.9 71.0 2.6 Ez (RS) 6.7 4.3 14.7 1.4 14.2 0.4 PP -41.0 -11.4 121.6 -9.2 -94.7 -1.8 SP -31.5 -15.7 172.8 -4.3 -44.5 -0.5 SA 9.6 15.7 -23.4 0.4 4.4 -0.4 Neve -1.2 -0.3 2.8 -0.3 -2.7 -0.0 Spinta 90.1 37.8 -81.2 21.4 219.9 4.5 Spinta(E) -175.9 -89.1 375.6 -49.6 -510.3 -5.2


2468 E1 (RS) 63.6 29.9 185.7 19.3 198.0 8.9 E2 (RS) 31.7 13.9 80.7 7.0 72.4 1.8 Ez (RS) 6.7 3.6 18.5 1.4 14.1 0.6 PP -36.4 -13.7 133.0 -8.9 -91.2 -4.5 SP -31.1 -19.5 181.0 -4.2 -43.4 -1.5 SA 10.6 12.4 -38.4 0.5 4.9 -0.4 Neve -1.1 -0.4 3.2 -0.3 -2.6 -0.1 Spinta 77.1 31.1 -133.5 20.5 211.2 11.0 Spinta(E) -151.5 -83.6 550.9 -48.3 -496.3 -22.7 2469 E1 (RS) 41.3 29.8 54.6 15.1 247.6 14.2 E2 (RS) 26.8 43.0 63.4 4.3 69.8 12.8 Ez (RS) 8.1 6.9 13.0 1.4 23.3 3.2 PP -17.8 -21.3 174.7 -1.7 -28.5 5.9 SP -11.4 -61.3 363.4 1.2 19.4 -7.1 SA -37.8 -65.5 265.4 -5.9 -96.8 -9.4 Neve -0.5 -1.0 4.3 -0.1 -1.0 0.2 Spinta 50.4 9.8 8.6 8.9 145.7 -23.7 Spinta(E) -116.6 -72.3 162.7 -44.0 -719.9 -38.3 2470 E1 (RS) 46.7 32.0 30.3 13.1 214.3 13.2 E2 (RS) 22.9 38.2 40.8 4.1 66.8 12.4 Ez (RS) 9.4 5.9 8.2 1.6 26.5 2.7 PP -22.2 -14.6 122.7 -2.2 -35.4 2.1 SP -12.8 -47.6 242.3 2.8 46.0 -8.6 SA -38.7 -52.1 161.5 -4.0 -64.6 -10.7 Neve -0.7 -0.8 2.6 -0.1 -1.2 0.1 Spinta 67.9 8.4 -0.7 11.7 191.6 -16.9 Spinta(E) -133.2 -82.0 97.2 -38.0 -622.0 -36.3 2471 E1 (RS) 50.3 15.4 37.1 11.5 188.5 11.9 E2 (RS) 26.1 23.1 54.7 4.4 71.6 9.6 Ez (RS) 10.7 4.1 14.0 1.7 28.2 2.4 PP -30.5 -4.6 127.2 -2.3 -37.5 3.7 SP -27.0 -21.7 249.3 3.7 60.1 5.5 SA -53.4 -21.6 180.1 -2.7 -44.6 1.6 Neve -1.1 -0.3 2.9 -0.1 -1.2 0.1 Spinta 81.4 5.1 -21.9 13.2 216.5 -7.0 Spinta(E) -146.9 -35.5 120.0 -33.3 -544.4 -32.5 2503 E1 (RS) 185.1 13.4 54.4 42.5 654.7 92.3 E2 (RS) 37.3 44.4 133.6 5.1 78.9 16.6 Ez (RS) 13.5 18.2 38.4 1.9 29.5 5.4 PP -14.5 -145.9 578.5 2.5 -38.0 -13.4 SP -11.2 -66.0 693.1 0.4 -6.6 -8.7 SA -121.9 -145.2 653.9 21.0 -322.8 -53.0 Neve -0.9 -2.3 10.6 0.1 -1.9 -0.5 Spinta -4.1 18.2 3.1 -2.5 38.0 -0.8 Spinta(E) -565.9 -29.9 166.4 126.9 -1952.6 -296.9 2504 E1 (RS) 150.8 10.8 26.7 38.0 584.7 81.7 E2 (RS) 30.9 46.4 97.6 4.7 72.5 15.8 Ez (RS) 11.2 17.9 32.1 1.7 26.7 5.2 PP -4.8 -129.2 497.7 1.9 -29.8 -12.5 SP -2.5 -55.3 624.6 0.1 -1.7 -8.6 SA -94.8 -125.5 555.9 18.4 -283.8 -48.0 Neve -0.6 -2.0 9.2 0.1 -1.5 -0.4 Spinta -2.1 18.3 5.1 -2.6 39.3 -1.7 Spinta(E) -453.5 -7.6 33.5 112.4 -1730.1 -260.2 2505 E1 (RS) 126.2 10.8 34.8 34.2 526.1 67.5 E2 (RS) 26.9 48.2 70.3 4.4 67.6 14.8 Ez (RS) 9.5 17.0 27.2 1.6 24.4 4.8 PP 0.4 -103.2 433.9 1.4 -21.6 -11.4 SP 0.4 -38.0 578.6 -0.3 4.8 -8.6 SA -78.2 -97.1 482.3 16.2 -248.6 -41.4 Neve -0.4 -1.6 8.1 0.1 -1.3 -0.4 Spinta -0.7 17.6 8.7 -2.7 41.6 -2.5 Spinta(E) -374.4 9.9 -79.4 100.4 -1545.7 -212.6 2506 E1 (RS) 108.6 11.8 60.4 31.2 479.9 53.6 E2 (RS) 24.8 49.8 50.7 4.2 64.3 13.9 Ez (RS) 8.4 16.1 24.0 1.5 22.7 4.3 PP 2.6 -78.2 389.1 0.9 -13.6 -10.1 SP -1.0 -23.0 553.6 -0.8 12.3 -8.2 SA -69.3 -71.8 432.7 14.2 -218.3 -34.3 Neve -0.3 -1.2 7.5 0.1 -1.0 -0.3 Spinta -0.1 16.6 13.2 -2.9 44.7 -3.0 Spinta(E) -319.0 20.7 -179.3 91.1 -1402.0 -166.6 2507 E1 (RS) 95.6 12.5 88.4 28.9 445.1 41.2 E2 (RS) 24.0 50.9 37.5 4.1 62.8 13.0 Ez (RS) 7.7 15.2 21.9 1.4 21.5 3.9


PP 3.7 -57.7 359.1 0.4 -6.4 -8.6 SP -4.0 -13.3 543.5 -1.3 19.9 -7.4 SA -64.3 -53.5 400.4 12.6 -193.5 -27.5 Neve -0.2 -0.9 7.1 0.0 -0.8 -0.3 Spinta -0.0 15.3 18.2 -3.1 47.8 -3.1 Spinta(E) -278.9 25.8 -273.4 84.2 -1295.4 -125.8 2508 E1 (RS) 85.6 13.2 116.7 27.3 420.9 30.3 E2 (RS) 24.2 51.3 30.0 4.1 62.9 11.7 Ez (RS) 7.1 14.5 20.4 1.4 20.8 3.3 PP 5.4 -44.1 337.6 0.0 -0.6 -6.8 SP -5.5 -12.1 539.0 -1.7 26.9 -6.2 SA -59.6 -44.5 375.4 11.3 -174.4 -21.0 Neve -0.1 -0.7 6.9 0.0 -0.6 -0.2 Spinta 0.1 13.7 23.2 -3.3 50.6 -3.1 Spinta(E) -248.2 31.2 -364.6 79.4 -1222.7 -90.6 2509 E1 (RS) 77.9 14.2 146.1 26.6 409.9 19.4 E2 (RS) 25.3 51.3 28.4 4.1 63.6 8.8 Ez (RS) 6.8 13.9 19.3 1.3 20.7 2.4 PP 9.3 -34.1 320.0 -0.2 3.1 -4.5 SP -2.2 -13.5 533.2 -2.1 32.5 -4.3 SA -52.2 -39.2 349.6 10.6 -163.2 -13.9 Neve -0.0 -0.6 6.6 0.0 -0.5 -0.1 Spinta 0.8 12.1 27.7 -3.4 52.1 -2.6 Spinta(E) -225.6 38.2 -456.4 77.4 -1190.8 -56.5 2517 E1 (RS) 81.0 20.3 142.5 22.8 353.8 11.0 E2 (RS) 25.6 52.1 32.2 5.0 77.8 7.7 Ez (RS) 6.6 13.0 17.6 1.3 20.1 2.1 PP 14.7 -21.2 292.1 -0.2 -2.9 -0.4 SP 11.8 -17.0 517.8 0.4 6.6 -0.1 SA -42.9 -29.6 324.3 -9.8 -152.8 -5.7 Neve 0.1 -0.5 6.3 -0.0 -0.5 -0.0 Spinta 3.7 9.1 27.0 3.8 59.6 -3.7 Spinta(E) -237.3 68.9 -450.2 -65.8 -1022.5 -29.4 2518 E1 (RS) 74.3 18.3 108.4 22.7 353.2 12.2 E2 (RS) 27.4 51.3 33.4 5.1 79.0 9.3 Ez (RS) 6.5 12.4 16.9 1.3 19.8 2.8 PP 12.3 -14.5 279.0 -0.2 -3.2 0.3 SP 9.7 -13.4 506.4 0.5 7.0 0.4 SA -41.5 -24.2 325.0 -9.7 -151.2 -5.7 Neve 0.1 -0.5 6.1 -0.0 -0.5 -0.0 Spinta 7.2 8.9 22.4 3.9 61.1 -5.5 Spinta(E) -217.5 62.4 -347.7 -65.8 -1022.0 -31.8 2519 E1 (RS) 68.5 15.6 78.7 22.4 347.8 11.9 E2 (RS) 29.3 50.2 36.7 5.3 81.9 9.4 Ez (RS) 6.6 11.9 16.7 1.3 19.5 3.2 PP 8.0 -8.9 269.9 -0.2 -3.2 1.3 SP 5.4 -9.7 501.0 0.5 7.3 0.9 SA -42.5 -19.6 329.3 -9.5 -147.3 -4.7 Neve 0.0 -0.4 6.1 -0.0 -0.5 0.0 Spinta 11.3 9.2 18.6 4.2 64.6 -7.2 Spinta(E) -199.5 51.4 -255.0 -64.8 -1007.3 -30.5 2520 E1 (RS) 63.7 13.3 52.4 22.0 341.8 11.4 E2 (RS) 31.0 48.9 41.5 5.5 84.8 9.1 Ez (RS) 6.7 11.3 16.8 1.2 19.4 3.5 PP 3.0 -4.4 264.3 -0.2 -3.8 2.4 SP 0.2 -6.1 501.5 0.5 7.2 1.0 SA -44.6 -16.0 338.3 -9.2 -143.6 -4.1 Neve -0.1 -0.3 6.1 -0.0 -0.5 0.0 Spinta 15.6 9.8 15.8 4.5 69.5 -9.1 Spinta(E) -184.7 37.7 -169.1 -63.7 -990.0 -29.3 2521 E1 (RS) 59.7 12.3 30.0 21.6 335.3 11.3 E2 (RS) 32.3 47.4 47.2 5.6 87.1 8.8 Ez (RS) 6.8 10.6 17.1 1.3 19.5 3.7 PP -2.2 -2.6 260.8 -0.3 -5.3 3.3 SP -5.2 -7.0 505.3 0.4 7.0 0.6 SA -47.1 -16.4 349.7 -9.0 -140.2 -4.1 Neve -0.2 -0.3 6.1 -0.0 -0.5 0.1 Spinta 20.3 10.3 13.7 4.9 75.9 -11.3 Spinta(E) -172.5 24.1 -89.6 -62.5 -971.5 -29.3 2522 E1 (RS) 56.3 12.8 17.1 21.1 328.2 11.5 E2 (RS) 33.3 45.8 53.6 5.7 88.4 8.7 Ez (RS) 7.0 10.0 17.5 1.3 20.0 3.9 PP -7.0 -2.4 257.3 -0.5 -7.6 4.1 SP -9.8 -10.1 508.2 0.5 7.4 -0.5 SA -49.0 -19.1 360.0 -8.8 -136.5 -4.6 Neve -0.3 -0.3 6.2 -0.0 -0.5 0.1


Spinta 25.4 10.9 12.2 5.4 84.2 -13.8 Spinta(E) -161.9 10.5 -15.6 -61.2 -951.2 -30.3 2523 E1 (RS) 53.0 14.2 25.7 20.6 320.8 11.8 E2 (RS) 33.8 44.3 60.7 5.7 88.7 8.9 Ez (RS) 7.3 9.3 17.8 1.3 20.8 3.8 PP -11.5 -4.4 252.8 -0.7 -10.5 4.9 SP -13.5 -16.5 508.2 0.6 8.6 -1.7 SA -49.9 -24.8 367.5 -8.5 -132.4 -5.3 Neve -0.4 -0.4 6.2 -0.0 -0.6 0.1 Spinta 31.2 11.5 11.2 6.1 94.1 -16.5 Spinta(E) -151.7 -2.5 53.6 -59.8 -930.0 -31.5 2531 E1 (RS) 42.9 18.8 48.2 16.3 266.5 12.1 E2 (RS) 29.7 39.1 64.7 4.6 75.3 10.2 Ez (RS) 7.2 7.2 15.5 1.3 21.0 3.3 PP -15.2 -12.0 207.8 -1.1 -18.5 6.1 SP -14.0 -35.8 429.7 0.7 12.2 -3.6 SA -42.6 -41.6 318.1 -6.6 -107.9 -6.3 Neve -0.4 -0.7 5.2 -0.0 -0.8 0.2 Spinta 37.9 10.9 9.7 6.9 113.4 -20.6 Spinta(E) -121.7 -32.5 139.4 -47.3 -773.7 -32.8 2532 E1 (RS) 41.5 24.0 54.5 15.8 257.9 13.4 E2 (RS) 28.6 40.8 66.3 4.4 72.6 11.8 Ez (RS) 7.6 7.0 14.6 1.4 22.1 3.3 PP -16.7 -17.2 193.5 -1.4 -23.5 6.5 SP -12.9 -49.7 402.9 0.9 14.8 -5.0 SA -40.1 -54.6 297.9 -6.3 -103.3 -7.6 Neve -0.5 -0.8 4.9 -0.1 -0.9 0.2 Spinta 44.1 10.5 9.6 7.9 128.5 -23.0 Spinta(E) -117.3 -52.0 160.8 -45.8 -749.1 -36.1 2535 E1 (RS) 42.4 33.7 48.8 14.5 236.4 14.3 E2 (RS) 25.0 43.6 56.6 4.1 67.6 13.3 Ez (RS) 8.5 6.8 11.0 1.5 24.5 3.1 PP -18.8 -22.2 154.1 -2.0 -32.5 4.7 SP -10.5 -64.9 317.2 1.6 26.4 -8.8 SA -36.3 -68.9 225.8 -5.4 -87.8 -10.9 Neve -0.6 -1.0 3.7 -0.1 -1.1 0.1 Spinta 56.6 9.2 6.5 10.0 162.9 -22.6 Spinta(E) -119.6 -85.4 147.0 -42.1 -687.7 -39.0 2536 E1 (RS) 44.4 34.9 39.4 13.8 225.1 14.0 E2 (RS) 23.5 42.3 47.9 4.1 66.6 13.1 Ez (RS) 9.0 6.5 9.1 1.6 25.6 2.9 PP -20.2 -19.8 135.6 -2.1 -34.8 3.2 SP -10.8 -60.2 273.7 2.2 35.8 -9.6 SA -36.6 -64.4 188.3 -4.7 -76.7 -11.7 Neve -0.6 -1.0 3.1 -0.1 -1.2 0.1 Spinta 62.4 8.6 3.3 10.9 178.6 -20.2 Spinta(E) -125.6 -89.9 121.5 -40.0 -654.5 -38.4 2539 E1 (RS) 48.9 26.9 26.0 12.5 204.5 12.1 E2 (RS) 23.2 33.0 39.0 4.2 68.0 11.5 Ez (RS) 9.8 5.3 8.8 1.7 27.2 2.6 PP -24.8 -9.1 117.9 -2.2 -35.4 2.0 SP -16.4 -33.9 229.4 3.4 54.8 -5.3 SA -42.6 -38.1 152.2 -3.3 -53.9 -7.6 Neve -0.8 -0.6 2.5 -0.1 -1.2 0.1 Spinta 73.0 7.7 -5.8 12.4 202.0 -13.8 Spinta(E) -140.5 -67.7 86.0 -36.2 -592.3 -33.5 2540 E1 (RS) 50.3 20.9 28.2 12.0 196.0 11.6 E2 (RS) 24.4 27.6 43.8 4.3 69.8 10.5 Ez (RS) 10.2 4.7 10.8 1.7 27.8 2.5 PP -27.6 -5.6 119.9 -2.2 -35.8 2.7 SP -21.3 -24.8 233.0 3.7 59.9 -0.4 SA -47.8 -27.4 159.3 -2.9 -46.9 -3.2 Neve -0.9 -0.4 2.6 -0.1 -1.2 0.1 Spinta 77.5 6.9 -12.5 12.9 210.2 -10.5 Spinta(E) -145.9 -50.9 92.5 -34.7 -566.5 -31.7 2543 E1 (RS) 47.8 12.1 51.8 11.1 181.4 14.3 E2 (RS) 28.4 20.2 70.7 4.5 72.8 8.7 Ez (RS) 11.1 3.6 17.9 1.7 28.3 2.4 PP -33.4 -7.3 137.1 -2.5 -40.1 4.0 SP -33.9 -26.3 272.7 3.4 55.7 10.6 SA -59.2 -23.0 209.8 -2.8 -46.2 4.7 Neve -1.2 -0.3 3.3 -0.1 -1.3 0.2 Spinta 84.1 4.0 -34.8 13.5 220.1 -1.4 Spinta(E) -140.3 -28.0 165.8 -32.1 -524.1 -39.2 2544 E1 (RS) 39.6 10.1 75.9 10.8 177.2 17.5


E2 (RS) 31.1 17.0 97.8 4.5 73.2 7.5 Ez (RS) 11.3 3.0 23.6 1.7 28.2 2.4 PP -36.3 -10.8 153.1 -2.5 -41.5 2.5 SP -44.2 -31.6 314.2 3.2 52.5 12.7 SA -65.5 -25.6 257.6 -2.9 -47.3 4.2 Neve -1.3 -0.4 4.0 -0.1 -1.4 0.1 Spinta 83.3 2.9 -54.5 13.5 220.4 7.1 Spinta(E) -116.2 -25.1 238.0 -31.3 -512.3 -49.0 2550 E1 (RS) 149.7 13.1 100.8 21.4 328.9 55.3 E2 (RS) 31.6 35.5 151.0 2.5 38.8 7.8 Ez (RS) 11.0 6.1 26.4 0.9 14.4 2.6 PP -34.7 36.3 281.6 1.1 -16.2 0.3 SP -33.8 79.9 421.0 -0.1 1.1 -2.9 SA -116.5 51.7 371.6 10.2 -157.6 23.5 Neve -1.2 0.8 5.6 0.1 -0.8 0.1 Spinta -5.7 6.7 20.5 -1.2 18.1 -4.3 Spinta(E) -486.5 38.1 342.1 63.7 -980.0 158.7 3446 E1 (RS) 27.4 15.8 72.3 8.0 130.6 10.0 E2 (RS) 24.5 12.4 76.5 3.7 60.9 2.2 Ez (RS) 6.5 3.0 18.6 0.8 12.3 0.5 PP -42.7 24.9 206.0 5.3 -86.2 2.8 SP -32.4 31.0 242.8 2.2 -35.4 0.1 SA -4.6 19.4 107.0 0.2 -4.1 -0.3 Neve -0.6 0.6 3.6 0.1 -1.3 0.1 Spinta 57.8 -4.0 5.7 -11.5 188.1 -11.6 Spinta(E) -67.3 47.1 233.6 21.2 -346.7 27.0 3447 E1 (RS) 41.1 18.6 47.4 8.5 138.9 6.0 E2 (RS) 24.1 13.9 58.5 3.7 60.7 2.0 Ez (RS) 6.0 3.3 14.1 0.7 12.1 0.6 PP -44.0 23.6 175.8 5.3 -87.4 0.3 SP -30.4 29.1 212.6 2.1 -35.0 -0.6 SA -3.9 21.4 79.1 0.2 -3.6 -0.5 Neve -0.7 0.6 3.0 0.1 -1.3 0.0 Spinta 72.3 -6.9 12.5 -12.1 197.2 -5.9 Spinta(E) -105.7 53.7 156.1 22.6 -369.6 16.0 3448 E1 (RS) 43.9 20.8 34.2 8.8 144.3 3.2 E2 (RS) 22.1 14.8 47.2 3.6 58.8 2.6 Ez (RS) 5.4 3.5 11.3 0.7 11.6 0.7 PP -41.9 21.9 160.3 5.3 -86.7 -0.9 SP -28.7 25.9 199.6 2.1 -34.1 -0.6 SA -3.2 22.5 63.5 0.2 -2.9 -0.5 Neve -0.7 0.6 2.7 0.1 -1.3 0.0 Spinta 74.1 -9.1 13.6 -12.4 202.2 -2.5 Spinta(E) -113.8 59.0 114.3 23.5 -384.3 7.9 3449 E1 (RS) 44.0 23.0 25.3 9.0 147.0 1.8 E2 (RS) 20.2 15.9 38.2 3.4 56.1 2.9 Ez (RS) 4.9 3.8 9.2 0.7 11.0 0.7 PP -39.8 21.9 148.7 5.2 -85.1 -1.2 SP -27.7 24.4 190.6 2.0 -33.4 -0.4 SA -2.7 24.1 52.2 0.1 -2.2 -0.5 Neve -0.7 0.6 2.5 0.1 -1.3 0.0 Spinta 73.5 -10.6 12.3 -12.5 204.2 -1.0 Spinta(E) -113.9 65.2 86.6 23.9 -391.4 3.7 3450 E1 (RS) 43.2 24.7 19.4 9.1 148.3 1.3 E2 (RS) 18.7 16.9 31.0 3.3 53.2 3.0 Ez (RS) 4.5 4.0 7.7 0.6 10.4 0.7 PP -38.0 22.4 140.1 5.1 -83.4 -1.3 SP -27.2 23.5 184.6 2.0 -33.0 -0.2 SA -2.1 25.7 44.0 0.1 -1.4 -0.5 Neve -0.7 0.6 2.4 0.1 -1.4 0.0 Spinta 72.4 -11.4 9.8 -12.5 204.9 -0.3 Spinta(E) -111.3 70.1 69.3 24.1 -394.4 1.4 3451 E1 (RS) 42.2 25.7 15.4 9.1 148.8 1.1 E2 (RS) 17.4 17.6 25.4 3.1 50.3 3.1 Ez (RS) 4.2 4.3 6.5 0.6 9.8 0.7 PP -36.5 23.2 133.7 5.0 -81.7 -1.2 SP -27.0 22.7 180.5 2.0 -32.9 -0.0 SA -1.6 27.1 37.9 0.0 -0.7 -0.5 Neve -0.7 0.6 2.3 0.1 -1.4 0.0 Spinta 71.4 -11.6 7.0 -12.5 205.1 -0.1 Spinta(E) -108.1 73.0 58.7 24.2 -395.2 0.1 3452 E1 (RS) 41.3 26.2 12.8 9.1 149.0 1.1 E2 (RS) 16.3 18.3 21.1 2.9 47.5 3.1 Ez (RS) 4.0 4.5 5.7 0.6 9.4 0.7 PP -35.3 23.9 128.8 4.9 -80.1 -1.1 SP -27.0 22.0 177.7 2.0 -33.0 0.1


SA -1.1 28.2 33.3 0.0 -0.1 -0.5 Neve -0.7 0.6 2.2 0.1 -1.4 0.0 Spinta 70.7 -11.7 4.1 -12.5 205.1 0.0 Spinta(E) -105.1 74.3 52.3 24.2 -394.9 -0.5 3453 E1 (RS) 40.6 26.2 11.1 9.1 149.1 1.1 E2 (RS) 15.5 18.8 18.2 2.7 44.9 3.1 Ez (RS) 3.8 4.8 5.2 0.6 9.0 0.7 PP -34.3 24.7 125.1 4.8 -78.7 -0.9 SP -26.9 21.4 175.9 2.0 -33.1 0.2 SA -0.6 28.9 29.7 -0.0 0.6 -0.5 Neve -0.7 0.6 2.2 0.1 -1.4 0.0 Spinta 70.3 -11.8 1.6 -12.5 205.1 0.0 Spinta(E) -102.5 74.3 48.3 24.1 -394.0 -0.8 3454 E1 (RS) 40.0 26.1 10.1 9.1 149.0 1.1 E2 (RS) 14.9 19.2 16.3 2.6 42.5 3.0 Ez (RS) 3.7 5.0 4.9 0.5 8.7 0.7 PP -33.5 25.4 122.3 4.7 -77.6 -0.8 SP -26.9 20.7 174.6 2.0 -33.4 0.2 SA -0.1 29.5 26.9 -0.1 1.2 -0.4 Neve -0.7 0.6 2.2 0.1 -1.5 0.0 Spinta 70.1 -11.9 -0.7 -12.5 205.0 0.0 Spinta(E) -100.3 73.4 45.5 24.0 -392.8 -1.0 3455 E1 (RS) 39.6 25.7 9.6 9.1 148.9 1.1 E2 (RS) 14.4 19.6 15.4 2.5 40.3 3.0 Ez (RS) 3.6 5.2 4.8 0.5 8.5 0.6 PP -32.8 26.1 120.0 4.7 -76.6 -0.6 SP -26.9 20.1 173.7 2.1 -33.7 0.2 SA 0.3 29.8 24.5 -0.1 1.8 -0.4 Neve -0.7 0.6 2.2 0.1 -1.5 0.0 Spinta 70.1 -12.1 -2.7 -12.5 205.0 0.0 Spinta(E) -98.5 71.8 43.3 23.9 -391.3 -1.2 3456 E1 (RS) 39.2 25.2 9.5 9.1 148.8 1.2 E2 (RS) 14.1 19.9 15.4 2.3 38.3 2.9 Ez (RS) 3.6 5.4 4.9 0.5 8.3 0.6 PP -32.3 26.8 118.3 4.6 -75.8 -0.5 SP -26.9 19.6 173.1 2.1 -34.1 0.3 SA 0.7 29.9 22.4 -0.1 2.3 -0.4 Neve -0.7 0.6 2.2 0.1 -1.5 0.0 Spinta 70.1 -12.4 -4.4 -12.5 205.0 0.0 Spinta(E) -96.8 69.7 41.1 23.8 -389.6 -1.4 3457 E1 (RS) 38.8 24.6 9.4 9.1 148.5 1.2 E2 (RS) 13.9 20.1 15.9 2.2 36.5 2.8 Ez (RS) 3.5 5.5 5.1 0.5 8.2 0.6 PP -31.9 27.4 116.8 4.6 -75.3 -0.3 SP -26.9 19.1 172.8 2.1 -34.4 0.3 SA 1.1 29.8 20.5 -0.2 2.8 -0.4 Neve -0.7 0.6 2.2 0.1 -1.5 0.0 Spinta 70.2 -12.9 -5.8 -12.5 205.0 0.0 Spinta(E) -95.2 67.1 38.5 23.7 -387.6 -1.6 3458 E1 (RS) 38.4 23.9 9.4 9.1 148.2 1.2 E2 (RS) 13.8 20.3 16.8 2.1 34.9 2.8 Ez (RS) 3.5 5.6 5.4 0.5 8.2 0.5 PP -31.6 28.0 115.7 4.6 -74.9 -0.2 SP -27.0 18.7 172.6 2.1 -34.9 0.3 SA 1.6 29.7 18.7 -0.2 3.3 -0.4 Neve -0.7 0.6 2.2 0.1 -1.6 0.0 Spinta 70.3 -13.3 -6.8 -12.5 204.9 0.1 Spinta(E) -93.5 63.9 35.0 23.6 -385.3 -1.8 3459 E1 (RS) 37.9 22.9 9.3 9.0 147.7 1.2 E2 (RS) 13.7 20.4 17.9 2.0 33.4 2.7 Ez (RS) 3.5 5.7 5.8 0.5 8.2 0.5 PP -31.4 28.6 114.6 4.6 -74.8 -0.0 SP -27.0 18.4 172.7 2.2 -35.3 0.3 SA 2.0 29.3 16.8 -0.2 3.7 -0.3 Neve -0.7 0.6 2.2 0.1 -1.6 0.0 Spinta 70.4 -13.8 -7.5 -12.5 204.8 0.1 Spinta(E) -91.5 60.0 30.2 23.4 -382.6 -2.1 3460 E1 (RS) 37.3 21.6 9.3 9.0 147.2 1.3 E2 (RS) 13.6 20.4 18.9 2.0 32.2 2.7 Ez (RS) 3.5 5.7 6.3 0.5 8.2 0.5 PP -31.3 29.0 113.7 4.6 -74.8 0.1 SP -27.1 18.3 173.0 2.2 -35.8 0.4 SA 2.4 28.8 14.9 -0.3 4.2 -0.3 Neve -0.7 0.6 2.2 0.1 -1.7 0.0 Spinta 70.4 -14.1 -7.7 -12.5 204.6 0.2 Spinta(E) -89.1 55.2 23.5 23.2 -379.6 -2.4


3461 E1 (RS) 36.6 20.0 9.8 9.0 146.5 1.3 E2 (RS) 13.5 20.4 19.8 1.9 31.0 2.7 Ez (RS) 3.5 5.7 6.8 0.5 8.2 0.5 PP -31.2 29.3 112.7 4.6 -75.0 0.2 SP -27.2 18.2 173.4 2.2 -36.3 0.4 SA 2.9 28.2 12.8 -0.3 4.7 -0.4 Neve -0.7 0.6 2.2 0.1 -1.7 0.0 Spinta 70.3 -14.2 -7.1 -12.5 204.3 0.3 Spinta(E) -86.4 49.2 14.1 23.0 -376.1 -2.7 3462 E1 (RS) 35.7 18.0 11.7 8.9 145.8 1.3 E2 (RS) 13.3 20.4 20.5 1.8 30.0 2.7 Ez (RS) 3.5 5.7 7.3 0.5 8.3 0.5 PP -31.2 29.4 111.6 4.6 -75.4 0.3 SP -27.3 18.2 174.1 2.3 -36.9 0.4 SA 3.4 27.5 10.5 -0.3 5.2 -0.4 Neve -0.8 0.6 2.2 0.1 -1.7 0.0 Spinta 70.1 -13.9 -5.6 -12.5 203.8 0.3 Spinta(E) -83.1 41.7 1.0 22.8 -372.3 -2.9 3463 E1 (RS) 34.7 15.4 16.0 8.9 145.0 1.3 E2 (RS) 13.1 20.3 21.0 1.8 29.1 2.8 Ez (RS) 3.5 5.6 7.8 0.5 8.3 0.5 PP -31.3 29.2 110.1 4.6 -75.9 0.4 SP -27.5 18.3 175.1 2.3 -37.4 0.4 SA 3.9 26.7 8.0 -0.3 5.6 -0.4 Neve -0.8 0.6 2.2 0.1 -1.8 0.0 Spinta 69.7 -12.9 -2.5 -12.4 203.3 0.4 Spinta(E) -79.3 32.6 -17.1 22.5 -368.4 -2.9 3464 E1 (RS) 33.6 12.4 23.3 8.8 144.2 1.3 E2 (RS) 12.9 20.1 21.4 1.7 28.3 2.9 Ez (RS) 3.5 5.5 8.2 0.5 8.4 0.5 PP -31.3 28.6 108.0 4.7 -76.4 0.4 SP -27.6 18.3 176.2 2.3 -37.9 0.3 SA 4.4 25.8 5.2 -0.4 6.1 -0.3 Neve -0.8 0.6 2.2 0.1 -1.8 0.0 Spinta 69.2 -11.1 2.8 -12.4 202.7 0.5 Spinta(E) -75.1 21.4 -41.8 22.3 -364.5 -2.7 3468 E1 (RS) 13.1 9.4 101.9 9.1 149.3 12.2 E2 (RS) 19.1 4.8 90.1 2.1 33.9 1.7 Ez (RS) 6.3 2.2 18.6 0.8 12.3 0.7 PP 37.1 6.8 239.6 -7.3 119.4 -4.2 SP 35.4 3.8 179.3 -5.9 97.1 -2.9 SA 67.0 12.6 323.7 -9.8 160.5 -3.6 Neve 1.0 0.1 4.1 -0.2 3.1 -0.1 Spinta 0.1 1.4 39.0 1.3 -22.1 2.1 Spinta(E) 42.8 28.5 258.8 27.9 -457.6 39.7 3469 E1 (RS) 46.5 11.6 87.5 12.1 198.7 2.8 E2 (RS) 22.3 9.2 88.3 2.7 45.0 4.8 Ez (RS) 7.7 5.4 19.6 1.0 16.4 1.5 PP 66.9 -3.4 261.7 -9.7 159.4 7.3 SP 58.6 -5.6 193.4 -7.9 129.8 6.7 SA 101.9 3.0 334.2 -13.1 214.6 12.8 Neve 1.7 -0.1 4.4 -0.3 4.1 0.2 Spinta -8.5 0.1 38.4 1.8 -29.8 0.7 Spinta(E) -127.8 35.5 213.0 37.1 -609.0 7.3 3470 E1 (RS) 56.1 17.9 54.0 11.9 196.0 1.9 E2 (RS) 15.8 10.6 60.1 2.4 39.3 3.7 Ez (RS) 5.9 5.2 13.7 0.9 14.8 1.2 PP 56.7 6.5 210.0 -9.0 147.8 5.6 SP 48.5 2.8 150.1 -7.3 119.6 5.0 SA 81.5 19.0 251.1 -11.9 195.7 9.4 Neve 1.5 0.1 3.4 -0.2 3.8 0.1 Spinta -10.3 2.6 26.9 1.8 -30.2 0.5 Spinta(E) -165.9 52.2 125.3 36.9 -604.8 2.0 3471 E1 (RS) 52.2 21.2 38.1 11.8 194.1 2.1 E2 (RS) 12.2 11.8 45.5 2.2 35.3 2.9 Ez (RS) 4.8 5.0 10.3 0.8 13.9 0.9 PP 48.1 8.3 188.2 -8.5 140.0 4.6 SP 40.9 4.9 130.3 -6.9 112.9 3.9 SA 67.6 23.1 213.3 -11.2 183.2 7.1 Neve 1.3 0.2 3.0 -0.2 3.6 0.1 Spinta -9.9 3.8 21.3 1.9 -30.9 0.4 Spinta(E) -156.7 61.2 83.7 36.7 -601.9 -3.5 3472 E1 (RS) 48.0 24.1 27.4 11.7 191.4 2.1 E2 (RS) 10.2 12.9 35.2 2.0 32.3 2.3 Ez (RS) 4.2 4.8 8.0 0.8 13.2 0.7


PP 42.8 9.2 174.1 -8.2 134.0 3.4 SP 36.3 6.3 117.1 -6.6 107.8 2.8 SA 59.6 25.9 187.8 -10.6 174.0 5.1 Neve 1.1 0.2 2.7 -0.2 3.5 0.1 Spinta -9.6 4.9 17.5 1.9 -31.4 0.4 Spinta(E) -144.4 69.3 55.3 36.3 -595.2 -4.5 3473 E1 (RS) 44.8 26.6 19.8 11.5 188.9 1.7 E2 (RS) 9.1 13.9 27.7 1.8 30.1 1.9 Ez (RS) 3.9 4.6 6.6 0.8 12.7 0.6 PP 39.7 9.7 164.1 -7.9 129.6 2.5 SP 33.7 7.3 107.6 -6.4 104.2 2.0 SA 55.2 27.9 169.4 -10.2 167.5 3.6 Neve 1.1 0.2 2.4 -0.2 3.4 0.1 Spinta -9.5 5.9 14.8 2.0 -32.1 0.5 Spinta(E) -134.8 76.6 35.0 35.9 -588.6 -3.9 3474 E1 (RS) 42.8 28.8 14.6 11.4 187.1 1.3 E2 (RS) 8.5 14.8 22.3 1.7 28.4 1.7 Ez (RS) 3.8 4.4 6.0 0.8 12.4 0.5 PP 37.9 10.0 156.8 -7.7 126.3 1.8 SP 32.2 8.0 100.5 -6.2 101.6 1.4 SA 52.8 29.4 155.6 -9.9 163.0 2.5 Neve 1.0 0.2 2.3 -0.2 3.3 0.0 Spinta -9.5 6.8 13.0 2.0 -32.9 0.6 Spinta(E) -128.4 83.1 20.2 35.6 -583.5 -2.8 3475 E1 (RS) 41.6 30.8 11.1 11.3 185.8 1.0 E2 (RS) 8.1 15.6 18.7 1.6 27.0 1.5 Ez (RS) 3.8 4.3 5.9 0.7 12.2 0.5 PP 37.0 10.0 151.2 -7.6 123.9 1.4 SP 31.4 8.5 95.1 -6.1 99.8 1.0 SA 51.5 30.3 145.0 -9.7 159.7 1.8 Neve 1.0 0.2 2.1 -0.2 3.3 0.0 Spinta -9.6 7.5 11.8 2.1 -33.8 0.6 Spinta(E) -124.5 88.9 9.2 35.4 -580.0 -1.7 3476 E1 (RS) 40.9 32.5 9.0 11.3 185.1 0.7 E2 (RS) 8.0 16.3 16.4 1.6 26.0 1.3 Ez (RS) 3.9 4.2 6.2 0.7 12.1 0.4 PP 36.4 9.9 146.8 -7.4 122.1 1.1 SP 31.0 8.7 90.9 -6.0 98.4 0.8 SA 50.7 30.8 136.6 -9.6 157.3 1.4 Neve 1.0 0.2 2.0 -0.2 3.3 0.0 Spinta -9.9 8.2 10.9 2.1 -34.8 0.7 Spinta(E) -122.4 94.1 1.2 35.2 -578.2 -0.8 3477 E1 (RS) 40.7 34.0 8.0 11.3 184.9 0.6 E2 (RS) 7.9 16.8 15.3 1.5 25.1 1.2 Ez (RS) 3.9 4.2 6.7 0.7 12.1 0.4 PP 36.1 9.7 143.4 -7.4 120.7 0.9 SP 30.7 8.7 87.7 -5.9 97.4 0.6 SA 50.3 30.9 130.0 -9.5 155.4 1.1 Neve 1.0 0.2 2.0 -0.2 3.3 0.0 Spinta -10.2 8.7 10.4 2.2 -35.9 0.7 Spinta(E) -121.5 98.5 -4.7 35.2 -577.5 -0.1 3478 E1 (RS) 40.7 35.2 7.7 11.3 185.0 0.6 E2 (RS) 7.9 17.3 14.8 1.5 24.4 1.2 Ez (RS) 4.0 4.1 7.1 0.7 12.1 0.3 PP 35.9 9.3 140.7 -7.3 119.4 0.8 SP 30.6 8.5 85.2 -5.9 96.5 0.5 SA 50.0 30.8 124.8 -9.4 153.9 0.9 Neve 1.0 0.2 1.9 -0.2 3.2 0.0 Spinta -10.5 9.2 10.1 2.3 -37.0 0.7 Spinta(E) -121.4 102.3 -9.2 35.2 -577.9 0.5 3479 E1 (RS) 40.9 36.2 7.7 11.3 185.3 0.6 E2 (RS) 7.9 17.7 14.7 1.5 23.8 1.1 Ez (RS) 4.1 4.1 7.4 0.7 12.1 0.3 PP 35.8 8.8 138.7 -7.2 118.4 0.7 SP 30.5 8.2 83.3 -5.8 95.8 0.5 SA 49.8 30.3 120.6 -9.3 152.5 0.8 Neve 1.0 0.2 1.8 -0.2 3.2 0.0 Spinta -10.9 9.6 10.0 2.3 -38.2 0.8 Spinta(E) -121.8 105.3 -12.7 35.3 -579.0 0.9 3480 E1 (RS) 41.1 36.9 8.0 11.3 185.8 0.6 E2 (RS) 7.9 18.0 14.7 1.4 23.2 1.0 Ez (RS) 4.2 4.1 7.6 0.7 12.1 0.3 PP 35.6 8.2 137.1 -7.2 117.3 0.6 SP 30.3 7.8 81.8 -5.8 95.1 0.4 SA 49.5 29.6 117.4 -9.2 151.2 0.8 Neve 1.0 0.2 1.8 -0.2 3.2 0.0


Spinta -11.2 9.9 9.8 2.4 -39.3 0.7 Spinta(E) -122.4 107.5 -16.1 35.4 -580.6 1.2 3481 E1 (RS) 41.4 37.3 8.4 11.4 186.4 0.6 E2 (RS) 8.0 18.2 14.7 1.4 22.7 1.0 Ez (RS) 4.2 4.2 7.7 0.7 12.1 0.3 PP 35.5 7.6 136.0 -7.1 116.4 0.6 SP 30.2 7.4 80.8 -5.8 94.4 0.4 SA 49.3 28.8 115.0 -9.1 150.0 0.8 Neve 1.0 0.1 1.8 -0.2 3.2 0.0 Spinta -11.6 10.1 9.6 2.5 -40.5 0.7 Spinta(E) -123.1 108.7 -19.8 35.5 -582.5 1.4 3482 E1 (RS) 41.7 37.4 9.1 11.4 187.1 0.7 E2 (RS) 8.0 18.4 14.7 1.4 22.2 1.0 Ez (RS) 4.2 4.2 7.7 0.7 12.1 0.3 PP 35.3 7.0 135.3 -7.0 115.4 0.6 SP 30.1 6.8 80.2 -5.7 93.8 0.4 SA 49.0 27.8 113.2 -9.1 148.8 0.8 Neve 1.0 0.1 1.8 -0.2 3.2 0.0 Spinta -11.9 10.3 9.4 2.5 -41.6 0.7 Spinta(E) -123.9 108.9 -24.7 35.6 -584.7 1.5 3483 E1 (RS) 42.0 37.1 10.3 11.4 187.8 0.6 E2 (RS) 8.0 18.5 14.5 1.3 21.7 0.9 Ez (RS) 4.3 4.3 7.6 0.7 12.1 0.3 PP 35.1 6.4 135.1 -7.0 114.4 0.6 SP 30.0 6.3 80.0 -5.7 93.2 0.4 SA 48.7 26.8 112.3 -9.0 147.6 0.8 Neve 1.0 0.1 1.8 -0.2 3.2 0.0 Spinta -12.2 10.4 8.9 2.6 -42.6 0.7 Spinta(E) -124.8 108.0 -31.6 35.8 -587.0 1.5 3484 E1 (RS) 280.0 13.5 151.7 43.1 663.3 24.0 E2 (RS) 57.3 27.6 227.0 5.0 77.2 9.3 Ez (RS) 20.0 8.1 44.4 1.9 29.2 2.6 PP -53.5 -38.5 579.1 2.8 -43.8 -7.8 SP -49.2 14.1 740.5 0.7 -10.3 -6.9 SA -206.2 -36.7 711.9 21.5 -331.1 -18.8 Neve -2.0 -0.5 11.0 0.1 -2.0 -0.3 Spinta -8.7 9.2 18.8 -2.0 31.5 -2.1 Spinta(E) -896.6 -36.4 517.9 130.1 -2003.3 -88.1 3485 E1 (RS) 235.8 15.0 113.2 42.5 653.8 62.1 E2 (RS) 47.5 31.8 182.6 5.0 76.3 12.8 Ez (RS) 16.9 12.1 41.5 1.9 28.9 4.0 PP -37.8 -90.5 588.2 2.8 -43.4 -11.0 SP -34.6 -25.0 696.5 0.7 -11.1 -8.1 SA -169.0 -90.3 691.7 21.2 -326.9 -37.9 Neve -1.6 -1.4 10.8 0.1 -2.0 -0.4 Spinta -7.0 12.7 7.1 -2.1 31.7 -0.9 Spinta(E) -744.3 -43.6 385.1 128.2 -1973.3 -206.8 SUMMATION OF REACTION FORCES ______________________________ LC SUM-FX SUM-FY SUM-FZ -------- ---- ----------- ----------- ----------- E1 (RS) 6124.0 555.2 426.9 E2 (RS) 564.0 1921.3 845.5 Ez (RS) 192.4 381.8 825.5 PP 0.0 0.0 20211.7 SP 0.0 0.0 25462.2 SA 374.7 584.4 18006.3 Neve 0.0 0.0 373.4 Spinta 2781.6 716.5 411.2 Spinta(E) -17587.0 0.0 -0.0 ____________________________________________________________________________________________________


PLATE ELEMENT FORCES (LOCAL, UNIT LENGTH) PRINTOUT Unit System : kN , m ____________________________________________________ ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 251 1 1 E1 (RS) Cent 58.6 280.1 11.5 280.7 58.0 87.04 301 56.0 325.1 11.5 325.6 55.5 87.56 2406 56.0 235.1 11.5 235.8 55.3 86.35 4179 61.2 235.1 11.5 235.8 60.4 86.24 4178 61.2 325.1 11.5 325.6 60.7 87.52 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 67.0 336.7 0.5 336.7 67.0 89.90 301 72.1 360.7 0.4 360.7 72.1 89.92 2406 72.0 359.8 0.5 359.8 72.0 89.90 4179 62.7 313.6 0.5 313.6 62.7 89.88 4178 61.2 312.8 0.4 312.8 61.2 89.92 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.4 80.3 301 0.0 81.6 2406 0.0 79.0 4179 2.8 79.0 4178 2.8 81.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 6.1 31.3 34.3 55.2 -17.8 55.08 301 6.3 33.8 34.3 57.0 -16.9 55.93 2406 6.3 29.1 34.3 53.8 -18.5 54.20 4179 6.3 29.1 34.3 53.8 -18.5 54.19 4178 6.3 33.8 34.3 57.0 -16.9 55.93 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.4 26.9 1.4 27.0 5.3 86.31 301 6.0 30.2 1.5 30.2 5.9 86.50 2406 6.0 30.1 1.5 30.2 5.9 86.44 4179 4.9 23.7 1.3 23.8 4.8 86.07 4178 4.7 23.8 1.3 23.8 4.6 86.20 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.9 12.3 301 0.0 12.9 2406 0.0 11.8 4179 3.8 11.8 4178 3.8 12.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 3.9 19.2 7.5 22.3 0.9 67.73 301 3.8 21.8 7.5 24.5 1.1 70.05 2406 3.8 16.7 7.5 20.1 0.4 65.23 4179 4.1 16.7 7.5 20.2 0.6 64.90 4178 4.1 21.8 7.5 24.6 1.4 69.82 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.2 21.2 0.4 21.2 4.2 88.61 301 4.7 23.3 0.4 23.3 4.6 88.62 2406 4.7 23.3 0.4 23.3 4.6 88.67 4179 4.0 19.1 0.4 19.1 3.9 88.60 4178 3.7 19.1 0.4 19.1 3.7 88.58 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.5 7.4 301 0.0 7.4 2406 0.0 7.4 4179 1.0 7.4 4178 1.0 7.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent -69.3 -348.1 -32.1 -65.7 -351.8 -6.49 301 -69.6 -371.6 -32.1 -66.2 -375.0 -6.00 2406 -69.6 -324.6 -32.1 -65.6 -328.6 -7.07


4179 -69.1 -324.6 -32.1 -65.1 -328.6 -7.05 4178 -69.1 -371.6 -32.1 -65.7 -375.0 -5.99 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -34.7 -173.9 0.6 -34.7 -174.0 0.25 301 -38.5 -192.7 0.6 -38.5 -192.7 0.21 2406 -38.4 -192.0 0.6 -38.4 -192.0 0.24 4179 -31.3 -156.1 0.6 -31.3 -156.1 0.26 4178 -30.5 -154.9 0.5 -30.5 -154.9 0.23 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.6 -62.9 301 -0.0 -64.5 2406 -0.0 -61.3 4179 1.1 -61.3 4178 1.1 -64.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent -46.0 -232.6 -25.9 -42.5 -236.1 -7.76 301 -46.5 -252.0 -25.9 -43.3 -255.2 -7.07 2406 -46.5 -213.2 -25.9 -42.6 -217.1 -8.63 4179 -45.5 -213.2 -25.9 -41.6 -217.1 -8.58 4178 -45.5 -252.0 -25.9 -42.3 -255.2 -7.04 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -28.7 -143.8 0.4 -28.7 -143.8 0.21 301 -32.0 -159.9 0.4 -32.0 -159.9 0.18 2406 -31.9 -159.4 0.5 -31.9 -159.4 0.20 4179 -25.7 -128.4 0.4 -25.7 -128.4 0.22 4178 -25.2 -127.6 0.3 -25.2 -127.6 0.19 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.3 -54.1 301 -0.0 -55.2 2406 -0.0 -53.0 4179 0.7 -53.0 4178 0.7 -55.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent -64.8 -330.9 -66.5 -49.1 -346.6 -13.28 301 -66.2 -361.0 -66.5 -51.9 -375.3 -12.14 2406 -66.2 -300.8 -66.5 -48.6 -318.3 -14.77 4179 -63.5 -300.8 -66.5 -46.1 -318.2 -14.63 4178 -63.5 -361.0 -66.5 -49.3 -375.2 -12.04 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -44.9 -224.0 0.3 -44.9 -224.0 0.10 301 -49.8 -249.1 0.4 -49.8 -249.1 0.11 2406 -49.7 -248.7 0.3 -49.7 -248.7 0.08 4179 -40.5 -199.5 0.2 -40.5 -199.5 0.06 4178 -39.7 -198.5 0.3 -39.7 -198.5 0.10 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.5 -85.3 301 -0.0 -86.4 2406 -0.0 -84.2 4179 1.1 -84.2 4178 1.1 -86.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent -1.3 -6.6 -0.8 -1.2 -6.7 -8.27 301 -1.3 -7.3 -0.8 -1.2 -7.4 -7.37 2406 -1.3 -5.9 -0.8 -1.2 -6.1 -9.45 4179 -1.3 -5.9 -0.8 -1.2 -6.0 -9.42 4178 -1.3 -7.3 -0.8 -1.2 -7.4 -7.35 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -1.0 -5.2 0.0 -1.0 -5.2 0.02 301 -1.2 -5.8 0.0 -1.2 -5.8 0.02 2406 -1.1 -5.7 0.0 -1.1 -5.7 0.01 4179 -1.0 -4.7 -0.0 -1.0 -4.7 -0.01


4178 -0.9 -4.7 0.0 -0.9 -4.7 0.01 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -1.8 301 0.0 -1.8 2406 0.0 -1.8 4179 0.0 -1.8 4178 0.0 -1.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 11.5 55.1 -2.6 55.3 11.3 -86.63 301 11.0 66.6 -2.6 66.7 10.9 -87.35 2406 11.0 43.7 -2.6 43.9 10.8 -85.51 4179 11.9 43.7 -2.6 43.9 11.7 -85.39 4178 11.9 66.6 -2.6 66.7 11.8 -87.30 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 18.5 92.1 0.8 92.1 18.5 89.38 301 19.8 99.2 0.8 99.2 19.8 89.40 2406 19.9 99.3 0.9 99.3 19.8 89.36 4179 17.9 84.8 0.8 84.8 17.9 89.32 4178 16.4 85.0 0.7 85.0 16.4 89.39 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.5 24.6 301 0.0 24.1 2406 0.0 25.1 4179 -3.0 25.1 4178 -3.0 24.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 191.1 915.5 38.7 917.5 189.1 86.95 301 183.1 1057.3 38.7 1059.0 181.4 87.47 2406 183.1 773.7 38.7 776.2 180.6 86.27 4179 199.1 773.7 38.7 776.3 196.5 86.17 4178 199.1 1057.3 38.7 1059.0 197.4 87.42 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 211.0 1061.0 -0.7 1061.0 211.0 -89.95 301 226.6 1133.0 0.0 1133.0 226.6 90.00 2406 226.0 1130.1 -0.9 1130.1 226.0 -89.95 4179 198.2 991.7 -1.1 991.7 198.2 -89.92 4178 193.2 989.1 -0.3 989.1 193.2 -89.98 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -4.5 240.5 301 0.0 244.4 2406 0.0 236.6 4179 -9.1 236.6 4178 -9.1 244.4 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2412 1 1 E1 (RS) Cent 58.8 280.7 14.3 281.6 57.9 86.34 2405 56.1 236.3 14.3 237.4 55.0 85.50 301 56.1 325.1 14.3 325.9 55.4 86.98 4178 61.4 325.1 14.3 325.9 60.7 86.91 4253 61.4 236.3 14.3 237.4 60.3 85.37 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 66.9 336.4 0.5 336.4 66.9 89.90 2405 71.9 359.6 0.5 359.6 71.9 89.89 301 72.1 360.4 0.4 360.4 72.1 89.92 4178 61.2 312.4 0.4 312.4 61.2 89.92 4253 62.5 313.3 0.5 313.3 62.5 89.88 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.2 80.4 2405 0.0 79.1 301 0.0 81.7 4178 2.4 81.7 4253 2.4 79.1


LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 6.1 30.7 34.7 55.2 -18.4 54.80 2405 6.1 28.0 34.7 53.4 -19.3 53.75 301 6.1 33.7 34.7 57.3 -17.4 55.85 4178 6.3 33.7 34.7 57.3 -17.3 55.80 4253 6.3 28.0 34.7 53.5 -19.2 53.70 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.5 27.4 1.4 27.5 5.4 86.45 2405 6.1 30.6 1.5 30.6 6.0 86.59 301 6.1 30.5 1.5 30.6 6.0 86.55 4178 4.7 24.4 1.3 24.5 4.6 86.37 4253 5.1 24.2 1.2 24.3 5.0 86.30 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.9 11.6 2405 0.0 11.5 301 0.0 11.8 4178 3.7 11.8 4253 3.7 11.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 3.9 19.2 7.8 22.4 0.7 67.17 2405 3.8 16.6 7.8 20.3 0.1 64.67 301 3.8 21.8 7.8 24.7 0.9 69.55 4178 4.2 21.8 7.8 24.8 1.2 69.29 4253 4.2 16.6 7.8 20.3 0.4 64.31 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.1 20.6 0.4 20.6 4.1 88.52 2405 4.5 22.7 0.5 22.8 4.5 88.56 301 4.6 22.8 0.4 22.8 4.5 88.59 4178 3.7 18.4 0.4 18.4 3.7 88.48 4253 3.7 18.5 0.4 18.6 3.7 88.46 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.5 7.6 2405 0.0 7.4 301 0.0 7.8 4178 1.0 7.8 4253 1.0 7.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent -69.3 -348.5 -20.5 -67.8 -350.0 -4.17 2405 -69.7 -325.3 -20.5 -68.1 -327.0 -4.55 301 -69.7 -371.6 -20.5 -68.3 -373.0 -3.86 4178 -69.0 -371.6 -20.5 -67.6 -373.0 -3.85 4253 -69.0 -325.3 -20.5 -67.3 -327.0 -4.54 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -35.4 -177.3 0.2 -35.4 -177.3 0.10 2405 -39.0 -195.2 0.3 -39.0 -195.2 0.11 301 -39.2 -196.0 0.4 -39.2 -196.0 0.13 4178 -30.3 -158.4 0.3 -30.3 -158.4 0.14 4253 -32.9 -159.4 0.2 -32.9 -159.4 0.10 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -2.4 -62.7 2405 0.0 -61.6 301 0.0 -63.8 4178 -4.7 -63.8 4253 -4.7 -61.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent -46.0 -232.9 -16.1 -44.6 -234.3 -4.90 2405 -46.6 -213.8 -16.1 -45.0 -215.3 -5.47 301 -46.6 -252.0 -16.1 -45.3 -253.3 -4.47 4178 -45.5 -252.0 -16.1 -44.2 -253.3 -4.44 4253 -45.5 -213.8 -16.1 -43.9 -215.3 -5.43


NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -29.2 -146.3 0.2 -29.2 -146.3 0.09 2405 -32.4 -161.8 0.2 -32.4 -161.8 0.09 301 -32.5 -162.3 0.3 -32.5 -162.4 0.12 4178 -25.1 -130.1 0.2 -25.1 -130.1 0.12 4253 -26.8 -130.8 0.2 -26.8 -130.8 0.09 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.6 -54.0 2405 0.0 -53.3 301 0.0 -54.8 4178 -3.2 -54.8 4253 -3.2 -53.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent -64.8 -331.3 -51.4 -55.3 -340.9 -10.55 2405 -66.3 -301.5 -51.4 -55.5 -312.3 -11.81 301 -66.3 -361.0 -51.4 -57.5 -369.7 -9.62 4178 -63.4 -361.0 -51.4 -54.8 -369.7 -9.53 4253 -63.4 -301.5 -51.4 -52.8 -312.2 -11.68 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -45.6 -227.7 0.2 -45.6 -227.7 0.06 2405 -50.6 -252.8 0.3 -50.6 -252.8 0.08 301 -50.7 -253.5 0.2 -50.7 -253.5 0.06 4178 -39.4 -201.6 0.2 -39.4 -201.6 0.08 4253 -41.9 -202.9 0.3 -41.9 -202.9 0.11 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -2.3 -87.0 2405 0.0 -85.8 301 0.0 -88.3 4178 -4.5 -88.3 4253 -4.5 -85.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent -1.3 -6.6 -0.5 -1.3 -6.6 -4.84 2405 -1.3 -5.9 -0.5 -1.3 -6.0 -5.57 301 -1.3 -7.3 -0.5 -1.3 -7.3 -4.29 4178 -1.3 -7.3 -0.5 -1.3 -7.3 -4.28 4253 -1.3 -5.9 -0.5 -1.3 -6.0 -5.55 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -1.1 -5.2 -0.0 -1.1 -5.2 -0.04 2405 -1.2 -5.8 -0.0 -1.2 -5.8 -0.02 301 -1.2 -5.8 -0.0 -1.2 -5.8 -0.03 4178 -0.9 -4.7 -0.0 -0.9 -4.7 -0.02 4253 -1.0 -4.7 -0.0 -1.0 -4.7 -0.01 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -1.8 2405 0.0 -1.8 301 0.0 -1.8 4178 -0.1 -1.8 4253 -0.1 -1.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 11.4 54.2 -8.0 55.7 10.0 -79.72 2405 10.8 41.9 -8.0 43.9 8.9 -76.34 301 10.8 66.6 -8.0 67.7 9.7 -81.96 4178 12.0 66.6 -8.0 67.7 10.9 -81.80 4253 12.0 41.9 -8.0 43.9 10.0 -75.87 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 17.6 87.7 0.8 87.7 17.6 89.37 2405 19.1 95.4 0.8 95.5 19.1 89.39 301 19.1 95.6 0.9 95.6 19.1 89.35 4178 16.6 79.6 0.7 79.6 16.6 89.35 4253 15.7 80.3 0.7 80.3 15.7 89.42


NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.0 26.8 2405 0.0 25.8 301 0.0 27.7 4178 -2.0 27.7 4253 -2.0 25.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 191.8 917.4 -17.3 917.8 191.3 -88.63 2405 183.5 777.3 -17.3 777.8 183.0 -88.33 301 183.5 1057.4 -17.3 1057.7 183.1 -88.86 4178 200.0 1057.4 -17.3 1057.8 199.7 -88.84 4253 200.0 777.3 -17.3 777.8 199.5 -88.28 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 210.7 1059.6 1.3 1059.6 210.7 89.91 2405 225.8 1129.2 1.5 1129.2 225.8 89.90 301 226.4 1132.2 0.6 1132.2 226.4 89.96 4178 193.2 987.0 0.8 987.0 193.2 89.94 4253 197.3 989.9 1.7 989.9 197.3 89.88 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.5 242.3 2405 -0.0 237.9 301 -0.0 246.7 4178 7.0 246.7 4253 7.0 237.9 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2413 1 1 E1 (RS) Cent 48.8 202.9 20.2 205.5 46.2 82.65 2406 40.6 233.1 20.2 235.2 38.5 84.07 2407 40.6 172.7 20.2 175.7 37.6 81.49 4256 57.0 172.7 20.2 176.2 53.6 80.37 4179 57.0 233.1 20.2 235.4 54.7 83.53 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 67.3 336.6 0.7 336.6 67.3 89.86 2406 72.0 359.8 0.5 359.8 72.0 89.91 2407 71.8 359.2 0.5 359.2 71.8 89.89 4256 62.8 313.8 0.8 313.8 62.8 89.81 4179 62.5 313.6 0.8 313.6 62.5 89.83 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.5 78.4 2406 0.0 79.0 2407 0.0 77.7 4256 1.0 77.7 4179 1.0 79.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 5.7 28.1 34.0 52.7 -18.9 54.08 2406 5.6 29.0 34.0 53.3 -18.7 54.48 2407 5.6 27.3 34.0 52.2 -19.3 53.83 4256 6.1 27.3 34.0 52.3 -19.0 53.64 4179 6.1 29.0 34.0 53.5 -18.4 54.29 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.4 26.9 2.1 27.1 5.2 84.40 2406 6.0 30.1 1.5 30.2 5.9 86.47 2407 6.0 30.2 1.7 30.3 5.9 86.01 4256 5.1 23.9 2.8 24.3 4.7 81.78 4179 4.7 23.7 2.6 24.0 4.4 82.41 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.4 11.7 2406 0.0 11.8 2407 0.0 11.6 4256 2.8 11.6 4179 2.8 11.8


LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 3.4 15.1 7.5 18.7 -0.2 64.06 2406 3.0 16.6 7.5 19.9 -0.3 66.09 2407 3.0 13.7 7.5 17.6 -0.8 62.85 4256 3.9 13.7 7.5 17.8 -0.1 61.70 4179 3.9 16.6 7.5 20.0 0.4 65.14 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.3 21.3 0.6 21.3 4.3 87.99 2406 4.7 23.3 0.4 23.3 4.6 88.68 2407 4.7 23.5 0.5 23.5 4.7 88.59 4256 4.0 19.3 0.8 19.3 4.0 87.14 4179 3.8 19.0 0.7 19.1 3.8 87.27 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.4 7.4 2406 0.0 7.4 2407 0.0 7.5 4256 0.7 7.5 4179 0.7 7.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent -64.3 -309.7 -37.4 -58.7 -315.3 -8.48 2406 -61.9 -323.6 -37.4 -56.7 -328.8 -7.98 2407 -61.9 -295.8 -37.4 -56.1 -301.7 -8.87 4256 -66.7 -295.8 -37.4 -60.7 -301.8 -9.04 4179 -66.7 -323.6 -37.4 -61.4 -328.9 -8.12 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -34.8 -173.7 0.7 -34.8 -173.7 0.30 2406 -38.4 -192.0 0.6 -38.4 -192.0 0.22 2407 -38.2 -190.9 0.5 -38.2 -190.9 0.19 4256 -31.4 -155.9 0.8 -31.4 -155.9 0.38 4179 -31.4 -156.2 0.9 -31.4 -156.2 0.41 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -60.6 2406 0.0 -61.3 2407 0.0 -59.9 4256 0.0 -59.9 4179 0.0 -61.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent -41.9 -201.1 -30.2 -36.4 -206.6 -10.37 2406 -40.2 -212.3 -30.2 -35.1 -217.5 -9.65 2407 -40.2 -189.8 -30.2 -34.4 -195.7 -10.98 4256 -43.6 -189.8 -30.2 -37.6 -195.8 -11.20 4179 -43.6 -212.3 -30.2 -38.3 -217.6 -9.83 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -28.8 -143.6 0.5 -28.8 -143.6 0.26 2406 -31.9 -159.4 0.4 -31.9 -159.4 0.19 2407 -31.7 -158.6 0.4 -31.7 -158.6 0.17 4256 -25.7 -128.2 0.6 -25.7 -128.2 0.34 4179 -25.8 -128.4 0.6 -25.8 -128.4 0.36 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -52.5 2406 0.0 -53.0 2407 0.0 -52.1 4256 -0.1 -52.1 4179 -0.1 -53.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent -58.4 -282.4 -72.8 -36.8 -304.0 -16.51 2406 -56.5 -299.5 -72.8 -36.3 -319.7 -15.46 2407 -56.5 -265.3 -72.8 -33.6 -288.1 -17.44 4256 -60.4 -265.3 -72.8 -37.1 -288.5 -17.70 4179 -60.4 -299.5 -72.8 -39.9 -319.9 -15.67 NODE Mxx Myy Mxy Mmax Mmin ANGLE


---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -45.1 -224.1 0.2 -45.1 -224.1 0.06 2406 -49.7 -248.7 0.2 -49.7 -248.7 0.07 2407 -49.7 -248.4 0.1 -49.7 -248.4 0.02 4256 -40.6 -199.7 0.1 -40.6 -199.7 0.03 4179 -40.3 -199.5 0.3 -40.3 -199.5 0.10 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.2 -83.8 2406 -0.0 -84.2 2407 -0.0 -83.4 4256 0.4 -83.4 4179 0.4 -84.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent -1.2 -5.5 -0.9 -1.0 -5.7 -11.80 2406 -1.1 -5.9 -0.9 -0.9 -6.1 -10.73 2407 -1.1 -5.1 -0.9 -0.9 -5.3 -12.69 4256 -1.2 -5.1 -0.9 -1.0 -5.3 -13.10 4179 -1.2 -5.9 -0.9 -1.1 -6.1 -11.03 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -1.1 -5.2 -0.0 -1.1 -5.2 -0.06 2406 -1.1 -5.7 -0.0 -1.1 -5.7 -0.01 2407 -1.1 -5.7 -0.0 -1.1 -5.7 -0.06 4256 -1.0 -4.7 -0.0 -1.0 -4.7 -0.13 4179 -0.9 -4.7 -0.0 -0.9 -4.7 -0.06 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -1.8 2406 0.0 -1.8 2407 0.0 -1.7 4256 0.0 -1.7 4179 0.0 -1.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 9.2 36.2 0.4 36.2 9.1 89.22 2406 7.2 43.2 0.4 43.2 7.2 89.41 2407 7.2 29.2 0.4 29.2 7.2 89.04 4256 11.1 29.2 0.4 29.2 11.1 88.84 4179 11.1 43.2 0.4 43.2 11.1 89.34 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 18.8 92.8 1.4 92.8 18.8 88.94 2406 19.9 99.3 0.9 99.3 19.8 89.35 2407 20.2 101.1 1.1 101.1 20.2 89.21 4256 18.3 86.2 1.8 86.2 18.3 88.45 4179 17.0 84.6 1.6 84.6 16.9 88.62 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.0 25.5 2406 0.0 25.1 2407 0.0 25.9 4256 -2.1 25.9 4179 -2.1 25.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 160.1 671.2 72.6 681.3 150.0 82.07 2406 134.2 767.5 72.6 775.7 126.0 83.55 2407 134.2 575.0 72.6 586.6 122.6 80.89 4256 185.9 575.0 72.6 588.1 172.8 79.77 4179 185.9 767.5 72.6 776.4 177.0 82.99 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 212.0 1060.6 -0.9 1060.6 212.0 -89.94 2406 226.0 1130.1 -0.7 1130.1 226.0 -89.96 2407 225.7 1128.4 -0.8 1128.4 225.7 -89.95 4256 198.8 992.5 -1.0 992.5 198.8 -89.93 4179 197.4 991.5 -0.9 991.5 197.4 -89.93 NODE Vxx Vyy ---- ------ ---------- ----------


Cent -1.2 234.5 2406 0.0 236.6 2407 0.0 232.5 4256 -2.5 232.5 4179 -2.5 236.6 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2414 1 1 E1 (RS) Cent 38.7 148.3 29.6 155.8 31.3 75.81 2407 29.7 170.7 29.6 176.7 23.7 78.62 2408 29.7 125.9 29.6 134.2 21.3 74.21 4259 47.8 125.9 29.6 135.8 37.9 71.42 4256 47.8 170.7 29.6 177.5 41.1 77.15 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 67.3 336.3 0.7 336.3 67.3 89.85 2407 71.8 359.2 0.5 359.2 71.8 89.90 2408 71.7 358.7 0.6 358.7 71.7 89.89 4259 62.7 313.7 0.9 313.7 62.7 89.79 4256 62.8 313.8 0.9 313.8 62.7 89.80 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.4 77.4 2407 0.0 77.7 2408 0.0 77.0 4259 0.9 77.0 4256 0.9 77.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 5.4 26.9 33.8 51.6 -19.3 53.80 2407 5.4 27.2 33.8 51.8 -19.2 53.95 2408 5.4 26.6 33.8 51.5 -19.5 53.72 4259 5.7 26.6 33.8 51.6 -19.2 53.59 4256 5.7 27.2 33.8 52.0 -19.0 53.81 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.4 27.2 2.3 27.4 5.2 83.91 2407 6.0 30.2 1.7 30.3 5.9 86.04 2408 6.1 30.6 1.8 30.8 6.0 85.88 4259 5.1 24.3 3.0 24.7 4.7 81.21 4256 4.7 23.8 2.9 24.3 4.3 81.46 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.6 11.6 2407 0.0 11.6 2408 0.0 11.6 4259 3.3 11.6 4256 3.3 11.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 2.9 12.8 7.5 16.8 -1.1 61.75 2407 2.6 13.7 7.5 17.4 -1.2 63.30 2408 2.6 12.0 7.5 16.1 -1.6 61.14 4259 3.4 12.0 7.5 16.3 -0.9 59.94 4256 3.4 13.7 7.5 17.6 -0.5 62.21 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.3 21.5 0.6 21.6 4.3 87.91 2407 4.7 23.5 0.5 23.5 4.7 88.60 2408 4.8 23.9 0.5 23.9 4.8 88.60 4259 4.0 19.5 0.8 19.6 4.0 87.05 4256 3.8 19.2 0.8 19.3 3.8 87.07 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.4 7.6 2407 0.0 7.5 2408 0.0 7.7 4259 0.8 7.7 4256 0.8 7.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ----------


PP Cent -59.4 -285.4 -41.2 -52.1 -292.7 -10.02 2407 -57.1 -294.8 -41.2 -50.1 -301.8 -9.56 2408 -57.1 -276.0 -41.2 -49.6 -283.5 -10.32 4259 -61.6 -276.0 -41.2 -54.0 -283.6 -10.52 4256 -61.6 -294.8 -41.2 -54.6 -301.9 -9.73 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -34.8 -173.1 0.6 -34.8 -173.1 0.24 2407 -38.2 -190.9 0.5 -38.2 -190.9 0.19 2408 -38.0 -190.1 0.4 -38.0 -190.1 0.14 4259 -31.3 -155.5 0.6 -31.3 -155.5 0.29 4256 -31.6 -156.0 0.8 -31.6 -156.0 0.35 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.3 -59.5 2407 0.0 -59.9 2408 0.0 -59.2 4259 -0.5 -59.2 4256 -0.5 -59.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent -37.8 -181.5 -33.1 -30.6 -188.8 -12.37 2407 -36.3 -189.0 -33.1 -29.4 -195.9 -11.72 2408 -36.3 -174.0 -33.1 -28.8 -181.5 -12.84 4259 -39.4 -174.0 -33.1 -31.7 -181.7 -13.09 4256 -39.4 -189.0 -33.1 -32.4 -196.0 -11.93 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -28.7 -143.2 0.4 -28.7 -143.2 0.22 2407 -31.7 -158.6 0.4 -31.7 -158.6 0.17 2408 -31.6 -158.0 0.3 -31.6 -158.0 0.13 4259 -25.6 -127.9 0.5 -25.6 -127.9 0.28 4256 -25.9 -128.2 0.6 -25.9 -128.2 0.32 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.2 -51.8 2407 0.0 -52.1 2408 0.0 -51.6 4259 -0.5 -51.6 4256 -0.5 -52.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent -52.2 -252.8 -76.9 -26.1 -278.8 -18.74 2407 -50.6 -264.0 -76.9 -25.7 -288.8 -17.88 2408 -50.6 -241.5 -76.9 -23.5 -268.6 -19.42 4259 -53.8 -241.5 -76.9 -26.4 -269.0 -19.66 4256 -53.8 -264.0 -76.9 -28.7 -289.1 -18.09 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -45.1 -224.1 -0.1 -45.1 -224.1 -0.03 2407 -49.7 -248.4 0.0 -49.7 -248.4 0.01 2408 -49.7 -248.5 -0.2 -49.7 -248.5 -0.04 4259 -40.6 -199.9 -0.2 -40.6 -199.9 -0.08 4256 -40.4 -199.7 -0.0 -40.4 -199.7 -0.01 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.1 -83.3 2407 -0.0 -83.4 2408 -0.0 -83.3 4259 0.2 -83.3 4256 0.2 -83.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent -1.0 -4.8 -1.1 -0.7 -5.0 -14.74 2407 -1.0 -5.0 -1.1 -0.7 -5.3 -13.67 2408 -1.0 -4.5 -1.1 -0.7 -4.8 -15.45 4259 -1.1 -4.5 -1.1 -0.8 -4.8 -15.97 4256 -1.1 -5.0 -1.1 -0.8 -5.3 -14.09 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -1.1 -5.2 -0.0 -1.1 -5.2 -0.14


2407 -1.1 -5.7 -0.0 -1.1 -5.7 -0.06 2408 -1.2 -5.8 -0.0 -1.2 -5.8 -0.11 4259 -1.0 -4.7 -0.0 -1.0 -4.7 -0.23 4256 -1.0 -4.7 -0.0 -1.0 -4.7 -0.17 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -1.7 2407 0.0 -1.7 2408 0.0 -1.7 4259 0.0 -1.7 4256 0.0 -1.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 6.8 24.0 2.9 24.4 6.4 80.76 2407 4.8 28.8 2.9 29.1 4.5 83.28 2408 4.8 19.2 2.9 19.7 4.2 79.14 4259 8.9 19.2 2.9 19.9 8.1 75.46 4256 8.9 28.8 2.9 29.2 8.5 81.97 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 19.1 94.6 1.6 94.6 19.0 88.78 2407 20.2 101.1 1.1 101.1 20.2 89.21 2408 20.7 103.4 1.2 103.4 20.7 89.14 4259 18.5 87.9 2.1 87.9 18.4 88.25 4256 16.9 85.9 2.0 86.0 16.9 88.34 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.2 26.4 2407 0.0 25.9 2408 0.0 26.8 4259 -2.3 26.8 4256 -2.3 25.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 128.2 496.6 104.2 524.0 100.8 75.25 2407 99.3 568.6 104.2 590.7 77.2 78.03 2408 99.3 424.6 104.2 455.2 68.8 73.68 4259 157.0 424.6 104.2 460.4 121.3 71.04 4256 157.0 568.6 104.2 593.5 132.2 76.57 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 212.0 1060.1 -0.9 1060.1 212.0 -89.94 2407 225.7 1128.4 -0.7 1128.4 225.7 -89.96 2408 225.4 1127.1 -0.7 1127.1 225.4 -89.95 4259 198.5 992.5 -1.0 992.5 198.5 -89.93 4256 198.3 992.4 -1.0 992.4 198.3 -89.93 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.1 231.3 2407 0.0 232.5 2408 0.0 230.2 4259 -0.3 230.2 4256 -0.3 232.5 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2415 1 1 E1 (RS) Cent 29.9 107.3 38.4 123.1 14.1 67.62 2408 21.5 124.1 38.4 136.9 8.7 71.61 2409 21.5 90.5 38.4 107.6 4.3 65.98 4262 38.4 90.5 38.4 110.8 18.0 62.09 4259 38.4 124.1 38.4 138.8 23.7 69.08 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 67.2 336.0 0.8 336.0 67.2 89.84 2408 71.7 358.7 0.6 358.7 71.7 89.89 2409 71.7 358.3 0.6 358.3 71.6 89.88 4262 62.5 313.5 1.0 313.5 62.5 89.78 4259 62.8 313.7 0.9 313.7 62.8 89.79 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.5 76.8 2408 0.0 77.0


2409 0.0 76.6 4262 1.0 76.6 4259 1.0 77.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 5.2 26.5 33.6 51.1 -19.4 53.79 2408 5.3 26.6 33.6 51.2 -19.3 53.79 2409 5.3 26.5 33.6 51.2 -19.3 53.76 4262 5.4 26.5 33.6 51.2 -19.2 53.71 4259 5.4 26.6 33.6 51.3 -19.2 53.74 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.5 27.7 2.4 28.0 5.3 83.84 2408 6.1 30.6 1.8 30.8 6.0 85.90 2409 6.3 31.4 1.8 31.5 6.1 85.91 4262 5.3 24.9 3.1 25.4 4.8 81.21 4259 4.7 24.2 3.1 24.7 4.2 81.27 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.8 11.7 2408 0.0 11.6 2409 0.0 11.8 4262 3.6 11.8 4259 3.6 11.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 2.5 11.5 7.5 15.7 -1.8 60.35 2408 2.3 11.9 7.5 16.0 -1.8 61.34 2409 2.3 11.0 7.5 15.3 -2.0 60.07 4262 3.0 11.0 7.5 15.5 -1.5 59.10 4259 3.0 11.9 7.5 16.2 -1.3 60.42 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.4 21.9 0.6 21.9 4.4 87.95 2408 4.8 23.9 0.5 23.9 4.8 88.61 2409 4.9 24.3 0.5 24.3 4.8 88.64 4262 4.1 19.8 0.8 19.8 4.0 87.12 4259 3.8 19.5 0.8 19.5 3.8 87.09 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.4 7.8 2408 0.0 7.7 2409 0.0 7.9 4262 0.9 7.9 4259 0.9 7.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent -55.2 -268.6 -44.0 -46.5 -277.3 -11.20 2408 -53.7 -275.2 -44.0 -45.3 -283.6 -10.83 2409 -53.7 -262.1 -44.0 -44.8 -271.0 -11.44 4262 -56.7 -262.1 -44.0 -47.7 -271.1 -11.59 4259 -56.7 -275.2 -44.0 -48.2 -283.7 -10.97 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -34.7 -172.6 0.4 -34.7 -172.6 0.17 2408 -38.0 -190.1 0.4 -38.0 -190.1 0.14 2409 -37.9 -189.6 0.3 -37.9 -189.6 0.10 4262 -31.2 -155.2 0.5 -31.2 -155.2 0.21 4259 -31.6 -155.6 0.6 -31.6 -155.6 0.26 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.3 -59.0 2408 0.0 -59.2 2409 0.0 -58.9 4262 -0.6 -58.9 4259 -0.6 -59.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent -34.5 -168.2 -35.1 -25.8 -176.8 -13.86 2408 -33.6 -173.3 -35.1 -25.3 -181.6 -13.34


2409 -33.6 -163.0 -35.1 -24.7 -171.9 -14.24 4262 -35.4 -163.0 -35.1 -26.3 -172.0 -14.41 4259 -35.4 -173.3 -35.1 -26.9 -181.7 -13.49 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -28.6 -142.7 0.3 -28.6 -142.7 0.17 2408 -31.6 -158.0 0.3 -31.6 -158.0 0.13 2409 -31.5 -157.6 0.2 -31.5 -157.6 0.11 4262 -25.5 -127.5 0.4 -25.5 -127.5 0.23 4259 -25.9 -127.9 0.5 -25.9 -127.9 0.26 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.3 -51.5 2408 0.0 -51.6 2409 0.0 -51.4 4262 -0.6 -51.4 4259 -0.6 -51.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent -47.1 -233.0 -79.4 -17.8 -262.3 -20.26 2408 -46.6 -240.5 -79.4 -18.2 -268.9 -19.66 2409 -46.6 -225.4 -79.4 -16.4 -255.6 -20.80 4262 -47.6 -225.4 -79.4 -17.3 -255.7 -20.88 4259 -47.6 -240.5 -79.4 -19.1 -269.0 -19.73 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -45.1 -224.4 -0.3 -45.1 -224.4 -0.10 2408 -49.7 -248.5 -0.2 -49.7 -248.5 -0.05 2409 -49.8 -249.0 -0.3 -49.8 -249.0 -0.08 4262 -40.5 -200.2 -0.5 -40.5 -200.2 -0.17 4259 -40.3 -199.9 -0.3 -40.3 -199.9 -0.12 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.1 -83.4 2408 -0.0 -83.3 2409 -0.0 -83.6 4262 0.3 -83.6 4259 0.3 -83.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent -0.9 -4.3 -1.1 -0.6 -4.6 -17.07 2408 -0.9 -4.5 -1.1 -0.5 -4.8 -16.17 2409 -0.9 -4.1 -1.1 -0.5 -4.4 -17.65 4262 -1.0 -4.1 -1.1 -0.6 -4.5 -18.07 4259 -1.0 -4.5 -1.1 -0.6 -4.8 -16.53 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -1.1 -5.3 -0.0 -1.1 -5.3 -0.20 2408 -1.2 -5.8 -0.0 -1.2 -5.8 -0.11 2409 -1.2 -5.8 -0.0 -1.2 -5.8 -0.15 4262 -1.0 -4.8 -0.0 -1.0 -4.8 -0.30 4259 -0.9 -4.7 -0.0 -0.9 -4.7 -0.27 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -1.8 2408 0.0 -1.7 2409 0.0 -1.8 4262 0.0 -1.8 4259 0.0 -1.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 4.9 15.5 5.0 17.5 2.9 68.39 2408 3.1 18.8 5.0 20.2 1.6 73.76 2409 3.1 12.2 5.0 14.4 0.9 66.22 4262 6.7 12.2 5.0 15.2 3.7 59.55 4259 6.7 18.8 5.0 20.6 4.9 70.25 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 19.4 96.6 1.7 96.6 19.4 88.72 2408 20.7 103.4 1.2 103.4 20.7 89.15 2409 21.1 105.7 1.3 105.7 21.1 89.13


4262 18.7 89.7 2.2 89.7 18.6 88.20 4259 17.0 87.6 2.2 87.6 17.0 88.24 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.3 27.3 2408 0.0 26.8 2409 0.0 27.8 4262 -2.6 27.8 4259 -2.6 26.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 99.9 364.6 133.1 420.0 44.5 67.41 2408 72.9 419.0 133.1 464.3 27.6 71.21 2409 72.9 310.2 133.1 369.9 13.2 65.85 4262 126.9 310.2 133.1 380.2 56.9 62.27 4259 126.9 419.0 133.1 470.6 75.3 68.82 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 211.7 1059.3 -0.9 1059.3 211.7 -89.94 2408 225.4 1127.1 -0.7 1127.1 225.4 -89.96 2409 225.2 1125.9 -0.8 1125.9 225.2 -89.95 4262 198.0 991.9 -1.2 992.0 197.9 -89.92 4259 198.4 992.4 -1.1 992.4 198.4 -89.92 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.4 229.5 2408 -0.0 230.2 2409 -0.0 228.8 4262 0.7 228.8 4259 0.7 230.2 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2416 1 1 E1 (RS) Cent 22.5 76.3 46.0 102.7 -3.9 60.18 2409 15.3 89.0 46.0 111.0 -6.8 64.36 2410 15.3 63.7 46.0 91.4 -12.5 58.89 4265 29.7 63.7 46.0 95.7 -2.3 55.13 4262 29.7 89.0 46.0 114.0 4.7 61.40 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 67.1 335.6 0.8 335.6 67.1 89.83 2409 71.7 358.3 0.6 358.3 71.6 89.88 2410 71.5 357.7 0.6 357.7 71.5 89.87 4265 62.3 313.1 1.1 313.1 62.3 89.76 4262 62.7 313.5 1.0 313.5 62.7 89.77 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.6 76.4 2409 0.0 76.6 2410 0.0 76.3 4265 1.2 76.3 4262 1.2 76.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 5.2 26.5 33.4 50.9 -19.2 53.87 2409 5.3 26.5 33.4 50.9 -19.1 53.81 2410 5.3 26.6 33.4 51.0 -19.1 53.85 4265 5.3 26.6 33.4 51.0 -19.1 53.86 4262 5.3 26.5 33.4 50.9 -19.1 53.82 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.7 28.5 2.4 28.7 5.4 83.94 2409 6.3 31.4 1.8 31.5 6.1 85.92 2410 6.5 32.3 1.8 32.5 6.3 86.01 4265 5.5 25.7 3.1 26.2 5.0 81.39 4262 4.7 24.8 3.1 25.2 4.2 81.37 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.9 12.0 2409 0.0 11.8 2410 0.0 12.2 4265 3.8 12.2


4262 3.8 11.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 2.3 10.7 7.6 15.2 -2.2 59.60 2409 2.1 11.0 7.6 15.3 -2.2 60.11 2410 2.1 10.5 7.6 15.0 -2.3 59.46 4265 2.6 10.5 7.6 15.1 -2.0 58.80 4262 2.6 11.0 7.6 15.4 -1.9 59.46 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.4 22.2 0.6 22.2 4.4 88.01 2409 4.9 24.3 0.5 24.3 4.8 88.65 2410 4.9 24.7 0.5 24.7 4.9 88.68 4265 4.1 20.1 0.8 20.1 4.1 87.18 4262 3.8 19.8 0.8 19.8 3.8 87.17 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.5 8.0 2409 0.0 7.9 2410 0.0 8.1 4265 0.9 8.1 4262 0.9 7.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent -52.0 -256.8 -45.6 -42.2 -266.5 -12.01 2409 -51.4 -261.4 -45.6 -41.9 -270.9 -11.74 2410 -51.4 -252.2 -45.6 -41.5 -262.1 -12.22 4265 -52.5 -252.2 -45.6 -42.6 -262.2 -12.29 4262 -52.5 -261.4 -45.6 -43.0 -271.0 -11.80 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -34.5 -172.2 0.3 -34.5 -172.2 0.12 2409 -37.9 -189.6 0.3 -37.9 -189.6 0.10 2410 -37.8 -189.2 0.2 -37.8 -189.2 0.07 4265 -31.0 -154.8 0.3 -31.0 -154.8 0.16 4262 -31.4 -155.2 0.4 -31.4 -155.2 0.19 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.3 -58.9 2409 0.0 -58.9 2410 0.0 -58.8 4265 -0.7 -58.8 4262 -0.7 -58.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent -31.9 -158.9 -36.2 -22.3 -168.5 -14.84 2409 -31.8 -162.5 -36.2 -22.4 -171.8 -14.49 2410 -31.8 -155.3 -36.2 -22.0 -165.1 -15.19 4265 -32.0 -155.3 -36.2 -22.2 -165.1 -15.21 4262 -32.0 -162.5 -36.2 -22.6 -171.9 -14.51 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -28.5 -142.4 0.3 -28.5 -142.4 0.15 2409 -31.5 -157.6 0.2 -31.5 -157.6 0.11 2410 -31.4 -157.2 0.2 -31.4 -157.2 0.10 4265 -25.3 -127.2 0.4 -25.3 -127.2 0.21 4262 -25.7 -127.6 0.4 -25.7 -127.6 0.22 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.3 -51.3 2409 0.0 -51.4 2410 0.0 -51.3 4265 -0.6 -51.3 4262 -0.6 -51.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent -43.2 -219.5 -80.4 -12.0 -250.7 -21.19 2409 -43.9 -224.6 -80.4 -13.3 -255.3 -20.84 2410 -43.9 -214.3 -80.4 -11.9 -246.3 -21.67 4265 -42.4 -214.3 -80.4 -10.7 -246.1 -21.55


4262 -42.4 -224.6 -80.4 -12.0 -255.1 -20.72 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -45.1 -224.9 -0.5 -45.1 -224.9 -0.14 2409 -49.8 -249.0 -0.3 -49.8 -249.0 -0.09 2410 -49.9 -249.7 -0.4 -49.9 -249.7 -0.10 4265 -40.4 -200.6 -0.6 -40.4 -200.6 -0.22 4262 -40.1 -200.1 -0.5 -40.1 -200.1 -0.20 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.2 -83.8 2409 -0.0 -83.6 2410 -0.0 -84.0 4265 0.4 -84.0 4262 0.4 -83.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent -0.8 -3.9 -1.2 -0.4 -4.3 -18.74 2409 -0.8 -4.1 -1.2 -0.4 -4.5 -18.07 2410 -0.8 -3.8 -1.2 -0.4 -4.2 -19.24 4265 -0.8 -3.8 -1.2 -0.4 -4.2 -19.46 4262 -0.8 -4.1 -1.2 -0.4 -4.5 -18.27 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -1.1 -5.3 -0.0 -1.1 -5.3 -0.23 2409 -1.2 -5.8 -0.0 -1.2 -5.8 -0.15 2410 -1.2 -5.8 -0.0 -1.2 -5.8 -0.16 4265 -1.0 -4.8 -0.0 -1.0 -4.8 -0.33 4262 -0.9 -4.8 -0.0 -0.9 -4.8 -0.32 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -1.8 2409 0.0 -1.8 2410 0.0 -1.8 4265 0.0 -1.8 4262 0.0 -1.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 3.4 9.7 6.7 13.9 -0.9 57.70 2409 1.9 11.9 6.7 15.3 -1.4 63.38 2410 1.9 7.5 6.7 12.0 -2.5 56.30 4265 4.8 7.5 6.7 13.0 -0.7 50.73 4262 4.8 11.9 6.7 15.9 0.8 59.03 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 19.8 98.7 1.8 98.7 19.7 88.72 2409 21.1 105.7 1.3 105.7 21.1 89.13 2410 21.6 108.1 1.3 108.1 21.6 89.14 4265 19.0 91.5 2.3 91.6 18.9 88.22 4262 17.2 89.4 2.2 89.4 17.2 88.22 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.3 28.2 2409 0.0 27.8 2410 0.0 28.7 4265 -2.7 28.7 4262 -2.7 27.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 76.1 264.1 157.9 353.9 -13.6 60.39 2409 52.8 305.4 157.9 381.3 -23.1 64.33 2410 52.8 222.8 157.9 317.1 -41.5 59.15 4265 99.3 222.8 157.9 330.6 -8.4 55.68 4262 99.3 305.4 157.9 390.9 13.8 61.57 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 211.4 1058.3 -1.1 1058.3 211.4 -89.92 2409 225.2 1125.9 -0.8 1125.9 225.2 -89.95 2410 224.9 1124.4 -0.9 1124.4 224.9 -89.94 4265 197.4 991.0 -1.5 991.0 197.4 -89.89 4262 198.3 992.0 -1.3 992.0 198.3 -89.91


NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.7 228.2 2409 -0.0 228.8 2410 -0.0 227.7 4265 1.4 227.7 4262 1.4 228.8 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2417 1 1 E1 (RS) Cent 16.4 53.0 52.2 90.0 -20.6 54.67 2410 10.6 62.5 52.2 94.8 -21.8 58.21 2411 10.6 43.7 52.2 81.9 -27.6 53.79 4268 22.3 43.7 52.2 86.3 -20.3 50.79 4265 22.3 62.5 52.2 98.3 -13.6 55.53 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 66.9 335.1 0.9 335.1 66.9 89.81 2410 71.5 357.7 0.6 357.7 71.5 89.87 2411 71.4 357.1 0.7 357.1 71.4 89.86 4268 62.1 312.6 1.2 312.6 62.1 89.73 4265 62.6 313.2 1.1 313.2 62.6 89.75 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.7 76.1 2410 0.0 76.3 2411 0.0 76.0 4268 1.3 76.0 4265 1.3 76.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 5.1 26.7 33.2 50.8 -18.9 53.99 2410 5.3 26.6 33.2 50.8 -18.8 53.90 2411 5.3 26.8 33.2 50.9 -18.8 53.96 4268 5.2 26.8 33.2 50.9 -18.9 54.00 4265 5.2 26.6 33.2 50.8 -18.9 53.94 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.8 29.5 2.5 29.7 5.6 84.10 2410 6.5 32.3 1.8 32.5 6.3 86.01 2411 6.7 33.6 1.8 33.7 6.6 86.12 4268 5.7 26.7 3.2 27.2 5.3 81.61 4265 4.8 25.6 3.1 26.0 4.3 81.59 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.9 12.3 2410 0.0 12.2 2411 0.0 12.5 4268 3.9 12.5 4265 3.9 12.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 2.1 10.4 7.7 14.9 -2.5 59.26 2410 2.1 10.5 7.7 15.0 -2.4 59.40 2411 2.1 10.3 7.7 14.9 -2.5 59.14 4268 2.3 10.3 7.7 15.0 -2.3 58.77 4265 2.3 10.5 7.7 15.1 -2.3 59.03 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.5 22.5 0.6 22.6 4.5 88.03 2410 4.9 24.7 0.5 24.7 4.9 88.68 2411 5.0 25.1 0.5 25.1 5.0 88.68 4268 4.2 20.4 0.8 20.4 4.1 87.20 4265 3.9 20.1 0.8 20.1 3.8 87.21 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.5 8.2 2410 0.0 8.1 2411 0.0 8.3 4268 1.0 8.3 4265 1.0 8.1


LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent -49.4 -248.4 -46.4 -39.1 -258.7 -12.50 2410 -49.7 -251.7 -46.4 -39.5 -261.8 -12.33 2411 -49.7 -245.1 -46.4 -39.2 -255.6 -12.70 4268 -49.1 -245.1 -46.4 -38.7 -255.6 -12.67 4265 -49.1 -251.7 -46.4 -39.0 -261.8 -12.30 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -34.4 -171.9 0.2 -34.4 -171.9 0.10 2410 -37.8 -189.2 0.2 -37.8 -189.2 0.07 2411 -37.8 -189.0 0.2 -37.8 -189.0 0.07 4268 -30.8 -154.5 0.3 -30.8 -154.5 0.15 4265 -31.2 -154.9 0.3 -31.2 -154.9 0.15 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.3 -58.9 2410 0.0 -58.8 2411 0.0 -58.9 4268 -0.6 -58.9 4265 -0.6 -58.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent -29.9 -152.4 -36.5 -19.8 -162.4 -15.40 2410 -30.5 -154.9 -36.5 -20.6 -164.8 -15.20 2411 -30.5 -149.8 -36.5 -20.2 -160.1 -15.73 4268 -29.3 -149.8 -36.5 -19.1 -160.0 -15.60 4265 -29.3 -154.9 -36.5 -19.5 -164.7 -15.09 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -28.4 -142.0 0.3 -28.4 -142.0 0.15 2410 -31.4 -157.2 0.2 -31.4 -157.2 0.10 2411 -31.4 -156.8 0.2 -31.4 -156.8 0.10 4268 -25.2 -126.8 0.4 -25.2 -126.8 0.21 4265 -25.6 -127.2 0.4 -25.6 -127.2 0.21 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.3 -51.3 2410 0.0 -51.3 2411 0.0 -51.3 4268 -0.6 -51.3 4265 -0.6 -51.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent -40.2 -210.2 -80.2 -8.3 -242.1 -21.68 2410 -42.0 -213.7 -80.2 -10.4 -245.4 -21.53 2411 -42.0 -206.6 -80.2 -9.4 -239.3 -22.14 4268 -38.4 -206.6 -80.2 -6.2 -238.7 -21.83 4265 -38.4 -213.7 -80.2 -7.2 -244.9 -21.23 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -45.1 -225.4 -0.5 -45.1 -225.4 -0.15 2410 -49.9 -249.7 -0.4 -49.9 -249.7 -0.10 2411 -50.1 -250.4 -0.4 -50.1 -250.4 -0.10 4268 -40.3 -201.0 -0.6 -40.3 -201.0 -0.22 4265 -40.0 -200.5 -0.6 -40.0 -200.5 -0.22 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.2 -84.3 2410 -0.0 -84.0 2411 -0.0 -84.5 4268 0.4 -84.5 4265 0.4 -84.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent -0.7 -3.7 -1.2 -0.3 -4.1 -19.84 2410 -0.7 -3.8 -1.2 -0.3 -4.2 -19.40 2411 -0.7 -3.6 -1.2 -0.3 -4.0 -20.29 4268 -0.7 -3.6 -1.2 -0.3 -4.0 -20.28 4265 -0.7 -3.8 -1.2 -0.3 -4.2 -19.40


NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -1.1 -5.3 -0.0 -1.1 -5.3 -0.23 2410 -1.2 -5.8 -0.0 -1.2 -5.8 -0.16 2411 -1.2 -5.8 -0.0 -1.2 -5.8 -0.15 4268 -1.0 -4.8 -0.0 -1.0 -4.8 -0.33 4265 -0.9 -4.8 -0.0 -0.9 -4.8 -0.33 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -1.8 2410 0.0 -1.8 2411 0.0 -1.8 4268 0.0 -1.8 4265 0.0 -1.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 2.2 5.9 8.0 12.2 -4.1 51.41 2410 1.2 7.3 8.0 12.8 -4.3 55.48 2411 1.2 4.4 8.0 10.9 -5.3 50.80 4268 3.3 4.4 8.0 11.9 -4.1 47.07 4265 3.3 7.3 8.0 13.5 -2.9 52.02 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 20.1 100.8 1.8 100.8 20.1 88.75 2410 21.6 108.1 1.3 108.1 21.6 89.14 2411 22.1 110.5 1.3 110.5 22.1 89.17 4268 19.3 93.4 2.2 93.4 19.3 88.27 4265 17.5 91.2 2.3 91.3 17.4 88.25 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.4 29.1 2410 0.0 28.7 2411 0.0 29.6 4268 -2.7 29.6 4265 -2.7 28.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 56.4 187.7 178.2 311.9 -67.9 55.11 2410 37.5 218.9 178.2 328.1 -71.7 58.49 2411 37.5 156.4 178.2 284.8 -90.9 54.23 4268 75.2 156.4 178.2 298.6 -66.9 51.42 4265 75.2 218.9 178.2 339.2 -45.1 55.98 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 211.1 1056.9 -1.4 1056.9 211.1 -89.91 2410 224.9 1124.4 -0.9 1124.4 224.9 -89.94 2411 224.5 1122.5 -1.1 1122.5 224.5 -89.93 4268 196.9 989.7 -1.9 989.7 196.8 -89.87 4265 198.1 991.2 -1.6 991.2 198.1 -89.88 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.0 227.2 2410 -0.0 227.7 2411 -0.0 226.7 4268 2.0 226.7 4265 2.0 227.7 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2634 1 3 E1 (RS) Cent 19.6 54.2 44.3 84.4 -10.6 55.70 2600 23.9 55.4 44.2 86.6 -7.3 54.83 2601 23.9 53.0 44.3 85.1 -8.2 54.10 3538 15.4 53.0 44.3 82.3 -13.9 56.50 3533 15.4 55.4 44.2 84.0 -13.1 57.19 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.4 20.7 1.4 20.8 3.2 85.41 2600 3.0 15.7 1.4 15.9 2.8 83.68 2601 3.5 15.9 1.5 16.1 3.4 83.18 3538 4.3 27.1 1.3 27.1 4.3 86.86 3533 4.8 27.4 1.2 27.5 4.7 86.87 NODE Vxx Vyy


---- ------ ---------- ---------- Cent 2.9 31.0 2600 6.3 31.2 2601 6.3 31.1 3538 1.7 30.9 3533 1.7 30.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 29.0 25.0 28.6 55.7 -1.7 43.02 2600 31.6 24.0 28.6 56.7 -1.0 41.25 2601 31.6 26.2 28.7 57.7 0.1 42.31 3538 26.6 26.2 28.7 55.0 -2.3 44.81 3533 26.6 24.0 28.6 53.9 -3.3 43.73 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.9 22.2 2.6 22.5 4.5 81.63 2600 4.9 23.8 2.1 24.1 4.7 83.86 2601 7.5 25.7 2.2 25.9 7.2 83.32 3538 5.0 20.8 2.9 21.3 4.5 79.75 3533 4.3 19.8 2.9 20.3 3.8 79.80 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 6.7 15.7 2600 11.7 15.1 2601 11.7 16.2 3538 3.3 16.4 3533 3.3 15.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 8.5 10.8 6.6 16.4 2.9 50.04 2600 9.1 11.4 6.7 17.0 3.5 49.98 2601 9.1 10.3 6.6 16.4 3.1 47.68 3538 7.9 10.3 6.6 15.8 2.4 50.19 3533 7.9 11.4 6.7 16.6 2.8 52.40 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 1.9 9.8 1.3 10.0 1.7 81.02 2600 2.9 11.3 0.9 11.4 2.8 83.63 2601 2.4 10.5 1.0 10.6 2.2 82.92 3538 1.8 8.9 1.5 9.2 1.5 78.51 3533 1.9 9.1 1.5 9.4 1.6 79.10 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.5 6.8 2600 5.8 7.3 2601 5.8 6.4 3538 1.4 6.3 3533 1.4 7.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 14.9 -149.7 8.3 15.3 -150.1 2.86 2600 15.7 -149.2 8.2 16.1 -149.6 2.85 2601 15.7 -150.2 8.3 16.1 -150.6 2.85 3538 14.2 -150.2 8.3 14.6 -150.6 2.87 3533 14.2 -149.2 8.2 14.6 -149.6 2.88 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -23.7 -114.3 -0.2 -23.7 -114.3 -0.13 2600 -26.2 -128.0 0.0 -26.2 -128.0 0.02 2601 -26.8 -128.4 0.0 -26.8 -128.4 0.03 3538 -21.0 -100.4 -0.5 -20.9 -100.4 -0.33 3533 -20.9 -100.3 -0.4 -20.9 -100.3 -0.31 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.5 -51.4 2600 1.0 -51.1 2601 1.0 -51.6 3538 0.0 -51.7 3533 0.0 -51.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE


-------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 12.8 -157.5 9.4 13.3 -158.0 3.15 2600 13.5 -156.8 9.4 14.0 -157.3 3.14 2601 13.5 -158.2 9.4 14.0 -158.7 3.13 3538 12.0 -158.2 9.4 12.5 -158.7 3.15 3533 12.0 -156.8 9.4 12.5 -157.3 3.16 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -21.1 -100.1 -0.9 -21.1 -100.2 -0.63 2600 -24.0 -119.7 -0.4 -24.0 -119.7 -0.25 2601 -26.2 -120.9 -0.4 -26.2 -120.9 -0.26 3538 -17.2 -80.2 -1.3 -17.2 -80.2 -1.16 3533 -16.9 -79.7 -1.2 -16.9 -79.8 -1.12 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.1 -74.5 2600 3.8 -74.1 2601 3.8 -74.8 3538 0.5 -74.9 3533 0.5 -74.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 26.4 -250.5 49.5 35.0 -259.1 9.84 2600 27.0 -249.1 49.5 35.6 -257.7 9.86 2601 27.0 -251.9 49.6 35.6 -260.5 9.79 3538 25.7 -251.9 49.6 34.3 -260.5 9.83 3533 25.7 -249.1 49.5 34.4 -257.7 9.90 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -39.5 -189.8 -1.9 -39.5 -189.8 -0.73 2600 -42.9 -217.1 -1.1 -42.9 -217.1 -0.36 2601 -47.7 -219.9 -1.1 -47.7 -220.0 -0.38 3538 -34.3 -161.6 -2.6 -34.2 -161.7 -1.17 3533 -33.4 -160.4 -2.5 -33.3 -160.5 -1.14 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.8 -106.1 2600 8.3 -105.2 2601 8.3 -106.7 3538 1.3 -107.0 3533 1.3 -105.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.3 -4.1 0.4 0.4 -4.1 5.53 2600 0.3 -4.1 0.4 0.3 -4.1 5.55 2601 0.3 -4.1 0.4 0.3 -4.1 5.54 3538 0.3 -4.1 0.4 0.4 -4.1 5.51 3533 0.3 -4.1 0.4 0.4 -4.1 5.53 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.6 -3.1 -0.0 -0.6 -3.1 -0.89 2600 -0.7 -3.5 -0.0 -0.7 -3.5 -0.56 2601 -0.8 -3.5 -0.0 -0.8 -3.5 -0.59 3538 -0.6 -2.7 -0.0 -0.6 -2.7 -1.21 3533 -0.6 -2.7 -0.0 -0.6 -2.7 -1.19 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.1 -1.5 2600 0.2 -1.5 2601 0.2 -1.5 3538 -0.0 -1.5 3533 -0.0 -1.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 6.7 -2.3 2.8 7.5 -3.1 15.98 2600 7.7 -1.7 2.8 8.5 -2.5 15.24 2601 7.7 -2.8 2.8 8.4 -3.5 14.04 3538 5.6 -2.8 2.8 6.5 -3.7 16.78 3533 5.6 -1.7 2.8 6.6 -2.6 18.50 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ----------


Cent 4.9 27.2 1.5 27.3 4.8 86.28 2600 2.4 22.9 1.5 23.0 2.3 85.93 2601 5.8 23.5 1.5 23.6 5.7 85.13 3538 5.4 31.1 1.3 31.2 5.3 87.16 3533 6.1 31.5 1.3 31.6 6.0 87.11 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -2.6 -15.2 2600 -6.4 -15.5 2601 -6.4 -15.1 3538 1.1 -14.8 3533 1.1 -15.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 39.3 199.9 124.9 268.1 -28.9 61.36 2600 50.9 203.5 124.8 273.4 -19.1 60.72 2601 50.9 196.3 125.1 268.3 -21.1 60.09 3538 27.8 196.3 125.1 262.8 -38.7 61.99 3533 27.8 203.5 124.8 268.2 -37.0 62.57 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.4 37.1 4.5 37.7 3.8 82.35 2600 -5.8 12.4 4.7 13.5 -6.9 76.43 2601 4.9 14.1 4.9 16.2 2.8 66.67 3538 8.5 60.5 3.8 60.7 8.2 85.87 3533 9.8 61.5 3.8 61.8 9.5 85.80 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -8.9 -88.5 2600 -20.0 -89.1 2601 -20.0 -88.6 3538 2.2 -87.8 3533 2.2 -88.3 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2635 1 3 E1 (RS) Cent 21.3 51.6 40.4 79.6 -6.7 55.31 2601 26.1 53.2 40.3 82.2 -2.9 54.26 2602 26.1 50.1 40.5 80.3 -4.1 53.26 3543 16.5 50.1 40.5 77.1 -10.5 56.29 3538 16.5 53.2 40.3 79.1 -9.5 57.23 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.2 20.4 1.5 20.5 3.1 85.07 2601 3.0 15.6 1.5 15.8 2.9 83.14 2602 3.6 15.9 1.6 16.1 3.4 82.66 3543 4.1 26.7 1.3 26.8 4.0 86.63 3538 4.6 27.1 1.3 27.2 4.5 86.65 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.1 30.9 2601 6.7 31.1 2602 6.7 31.0 3543 1.8 30.7 3538 1.8 30.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 28.3 27.4 26.7 54.5 1.2 44.52 2601 31.0 26.2 26.6 55.3 1.8 42.45 2602 30.9 28.7 26.7 56.5 3.1 43.79 3543 25.7 28.7 26.7 54.0 0.5 46.60 3538 25.7 26.2 26.6 52.6 -0.7 45.25 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.2 23.4 2.7 23.8 4.8 81.72 2601 5.0 25.3 2.1 25.5 4.8 84.08 2602 8.2 27.5 2.2 27.8 7.9 83.48 3543 5.2 21.7 3.1 22.2 4.6 79.77 3538 4.4 20.6 3.0 21.2 3.8 79.82 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 7.0 17.1


2601 12.2 16.2 2602 12.2 17.8 3543 3.2 18.0 3538 3.2 16.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 8.5 9.9 6.5 15.8 2.6 48.05 2601 9.2 10.3 6.6 16.4 3.1 47.55 2602 9.2 9.6 6.5 15.9 2.9 46.02 3543 7.9 9.6 6.5 15.3 2.2 48.80 3538 7.9 10.3 6.6 15.8 2.4 50.27 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 1.8 9.5 1.4 9.7 1.6 79.90 2601 2.8 10.6 1.0 10.8 2.7 82.64 2602 2.7 10.1 1.1 10.3 2.5 81.66 3543 1.9 8.8 1.6 9.2 1.5 77.37 3538 1.8 8.9 1.6 9.3 1.5 77.97 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.8 5.9 2601 6.3 6.4 2602 6.3 5.7 3543 1.5 5.7 3538 1.5 6.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 15.7 -150.4 4.6 15.9 -150.5 1.60 2601 16.8 -150.3 4.6 16.9 -150.5 1.59 2602 16.8 -150.4 4.6 16.9 -150.6 1.59 3543 14.7 -150.4 4.6 14.9 -150.6 1.61 3538 14.7 -150.3 4.6 14.9 -150.5 1.61 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -23.8 -114.4 -0.4 -23.8 -114.4 -0.26 2601 -26.2 -128.3 -0.2 -26.2 -128.3 -0.10 2602 -27.1 -128.5 -0.2 -27.1 -128.5 -0.10 3543 -20.8 -100.1 -0.6 -20.8 -100.1 -0.42 3538 -21.2 -100.4 -0.6 -21.2 -100.5 -0.42 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.5 -51.9 2601 1.7 -51.6 2602 1.7 -52.1 3543 -0.6 -52.2 3538 -0.6 -51.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 14.1 -158.6 6.2 14.4 -158.8 2.07 2601 15.3 -158.2 6.2 15.5 -158.4 2.05 2602 15.3 -159.0 6.3 15.5 -159.2 2.05 3543 13.0 -159.0 6.3 13.2 -159.2 2.08 3538 13.0 -158.2 6.2 13.2 -158.4 2.08 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -21.3 -100.7 -1.1 -21.3 -100.7 -0.79 2601 -24.1 -120.5 -0.6 -24.1 -120.5 -0.38 2602 -26.7 -121.6 -0.7 -26.7 -121.6 -0.39 3543 -17.3 -80.4 -1.5 -17.2 -80.4 -1.33 3538 -17.2 -80.2 -1.4 -17.2 -80.2 -1.30 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.3 -75.2 2601 4.7 -74.7 2602 4.7 -75.5 3543 -0.0 -75.6 3538 -0.0 -74.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 27.7 -253.1 42.8 34.0 -259.5 8.48


2601 28.8 -252.3 42.8 35.2 -258.6 8.46 2602 28.8 -253.9 42.8 35.2 -260.3 8.42 3543 26.5 -253.9 42.8 32.9 -260.3 8.49 3538 26.5 -252.3 42.8 32.9 -258.7 8.53 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -40.0 -191.1 -2.2 -39.9 -191.2 -0.85 2601 -43.1 -219.1 -1.4 -43.1 -219.1 -0.47 2602 -48.6 -221.6 -1.5 -48.5 -221.6 -0.49 3543 -34.3 -162.3 -2.9 -34.2 -162.3 -1.28 3538 -34.0 -161.6 -2.8 -33.9 -161.6 -1.26 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 5.0 -107.7 2601 9.6 -106.7 2602 9.6 -108.3 3543 0.4 -108.7 3538 0.4 -107.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.3 -4.1 0.4 0.3 -4.1 4.63 2601 0.3 -4.1 0.4 0.3 -4.1 4.64 2602 0.3 -4.1 0.4 0.3 -4.1 4.64 3543 0.3 -4.1 0.4 0.3 -4.1 4.62 3538 0.3 -4.1 0.4 0.3 -4.1 4.62 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.6 -3.1 -0.0 -0.6 -3.1 -1.02 2601 -0.7 -3.5 -0.0 -0.7 -3.5 -0.68 2602 -0.8 -3.5 -0.0 -0.8 -3.5 -0.72 3543 -0.6 -2.7 -0.1 -0.6 -2.7 -1.33 3538 -0.6 -2.7 -0.0 -0.6 -2.7 -1.32 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.1 -1.5 2601 0.2 -1.5 2602 0.2 -1.5 3543 -0.0 -1.5 3538 -0.0 -1.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 9.1 -3.1 2.2 9.5 -3.4 9.84 2601 10.5 -2.4 2.2 10.8 -2.8 9.22 2602 10.5 -3.7 2.2 10.8 -4.0 8.63 3543 7.8 -3.7 2.2 8.2 -4.1 10.53 3538 7.8 -2.4 2.2 8.2 -2.8 11.47 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.6 27.0 1.4 27.1 4.5 86.36 2601 2.2 22.7 1.4 22.8 2.1 85.99 2602 5.5 23.3 1.5 23.4 5.4 85.24 3543 5.1 30.7 1.2 30.7 5.0 87.26 3538 5.7 31.2 1.3 31.2 5.7 87.18 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -2.5 -14.7 2601 -6.2 -15.1 2602 -6.2 -14.7 3543 1.2 -14.4 3538 1.2 -14.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 45.8 192.0 113.1 253.6 -15.8 61.44 2601 58.8 196.7 113.0 260.1 -4.6 60.70 2602 58.8 187.4 113.3 253.4 -7.2 59.78 3543 32.8 187.4 113.3 247.2 -27.1 62.15 3538 32.8 196.7 113.0 254.3 -24.8 62.98 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.7 36.2 4.6 36.9 3.0 82.03 2601 -6.6 11.8 4.9 13.0 -7.8 75.97


2602 4.5 13.3 5.1 15.6 2.1 65.39 3543 7.6 59.2 3.8 59.5 7.3 85.78 3538 9.3 60.6 3.9 60.9 9.0 85.70 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -9.0 -87.9 2601 -20.8 -88.6 2602 -20.8 -88.1 3543 2.8 -87.1 3538 2.8 -87.7 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2636 1 3 E1 (RS) Cent 22.3 48.1 35.7 73.2 -2.8 54.94 2602 27.7 50.0 35.6 76.2 1.5 53.70 2603 27.7 46.3 35.8 74.0 -0.0 52.28 3548 17.0 46.3 35.8 70.3 -7.0 56.11 3543 17.0 50.0 35.6 72.8 -5.8 57.42 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.1 20.2 1.6 20.3 2.9 84.76 2602 3.2 15.5 1.6 15.7 3.0 82.67 2603 3.6 15.9 1.7 16.1 3.4 82.24 3548 3.9 26.3 1.4 26.4 3.8 86.43 3543 4.4 26.8 1.4 26.9 4.3 86.44 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.3 30.8 2602 7.1 31.0 2603 7.1 30.9 3548 1.9 30.6 3543 1.9 30.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 27.3 30.2 24.2 52.9 4.5 46.69 2602 30.1 28.8 24.1 53.6 5.3 44.25 2603 30.1 31.6 24.2 55.0 6.6 45.91 3548 24.6 31.6 24.2 52.6 3.7 49.11 3543 24.6 28.8 24.1 50.9 2.5 47.48 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.5 24.8 2.8 25.2 5.1 81.90 2602 5.1 27.0 2.2 27.2 4.9 84.36 2603 8.9 29.5 2.3 29.7 8.6 83.71 3548 5.4 22.6 3.2 23.2 4.8 79.89 3543 4.5 21.5 3.1 22.1 3.9 79.92 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 7.1 18.8 2602 12.6 17.8 2603 12.6 19.7 3548 3.1 20.0 3543 3.1 18.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 8.4 9.5 6.4 15.4 2.6 47.45 2602 9.1 9.6 6.4 15.8 3.0 46.14 2603 9.1 9.6 6.3 15.7 3.0 46.12 3548 7.8 9.6 6.3 15.1 2.3 49.16 3543 7.8 9.6 6.4 15.2 2.2 49.13 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 1.9 9.3 1.5 9.6 1.6 78.99 2602 2.6 10.2 1.1 10.3 2.4 81.84 2603 3.0 10.0 1.2 10.2 2.8 80.62 3548 1.9 8.8 1.8 9.2 1.5 76.49 3543 1.8 8.8 1.7 9.2 1.4 77.03 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.0 5.5 2602 6.8 5.7 2603 6.8 5.5


3548 1.5 5.5 3543 1.5 5.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 15.8 -150.3 0.5 15.9 -150.3 0.18 2602 16.8 -150.8 0.5 16.9 -150.8 0.19 2603 16.9 -149.7 0.5 16.9 -149.7 0.17 3548 14.8 -149.7 0.5 14.8 -149.7 0.17 3543 14.8 -150.8 0.5 14.8 -150.8 0.19 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -23.7 -114.0 -0.6 -23.7 -114.1 -0.39 2602 -26.0 -128.3 -0.4 -26.0 -128.3 -0.24 2603 -27.2 -128.2 -0.4 -27.2 -128.2 -0.24 3548 -20.4 -99.4 -0.7 -20.4 -99.4 -0.51 3543 -21.4 -100.3 -0.7 -21.4 -100.3 -0.52 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.4 -52.4 2602 2.5 -52.0 2603 2.5 -52.5 3548 -1.6 -52.7 3543 -1.6 -52.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 15.0 -159.2 2.5 15.0 -159.2 0.82 2602 16.3 -159.2 2.5 16.4 -159.3 0.81 2603 16.3 -159.2 2.5 16.4 -159.2 0.81 3548 13.6 -159.2 2.5 13.7 -159.2 0.82 3543 13.6 -159.2 2.5 13.7 -159.3 0.82 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -21.4 -100.9 -1.3 -21.4 -100.9 -0.96 2602 -24.0 -121.1 -0.9 -24.0 -121.1 -0.53 2603 -27.1 -121.9 -0.9 -27.1 -122.0 -0.55 3548 -17.1 -80.2 -1.7 -17.1 -80.3 -1.50 3543 -17.5 -80.4 -1.6 -17.5 -80.5 -1.48 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.5 -75.9 2602 5.7 -75.4 2603 5.7 -76.1 3548 -0.8 -76.4 3543 -0.8 -75.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 27.9 -254.7 34.6 32.1 -258.8 6.89 2602 29.3 -254.7 34.6 33.5 -258.9 6.85 2603 29.3 -254.6 34.6 33.5 -258.8 6.85 3548 26.6 -254.6 34.6 30.8 -258.8 6.92 3543 26.6 -254.7 34.6 30.8 -258.9 6.92 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -40.1 -191.9 -2.6 -40.1 -192.0 -0.98 2602 -43.1 -220.6 -1.8 -43.1 -220.6 -0.60 2603 -49.1 -222.6 -1.9 -49.1 -222.6 -0.62 3548 -33.9 -162.2 -3.1 -33.8 -162.3 -1.38 3543 -34.5 -162.3 -3.1 -34.4 -162.4 -1.38 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.9 -109.2 2602 10.9 -108.2 2603 10.9 -109.7 3548 -1.1 -110.3 3543 -1.1 -108.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.3 -4.1 0.3 0.3 -4.1 3.52 2602 0.3 -4.1 0.3 0.3 -4.1 3.53 2603 0.3 -4.1 0.3 0.3 -4.1 3.53


3548 0.3 -4.1 0.3 0.3 -4.1 3.52 3543 0.3 -4.1 0.3 0.3 -4.1 3.51 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.6 -3.1 -0.0 -0.6 -3.1 -1.14 2602 -0.7 -3.5 -0.0 -0.7 -3.5 -0.80 2603 -0.8 -3.5 -0.0 -0.8 -3.5 -0.85 3548 -0.5 -2.7 -0.1 -0.5 -2.7 -1.43 3543 -0.6 -2.7 -0.1 -0.6 -2.7 -1.43 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.1 -1.5 2602 0.2 -1.5 2603 0.2 -1.5 3548 -0.0 -1.5 3543 -0.0 -1.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 11.2 -4.1 1.6 11.4 -4.2 5.79 2602 13.0 -3.3 1.5 13.1 -3.5 5.34 2603 13.0 -4.8 1.6 13.1 -5.0 5.11 3548 9.5 -4.8 1.6 9.7 -5.0 6.29 3543 9.5 -3.3 1.5 9.7 -3.5 6.71 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.3 26.6 1.4 26.7 4.2 86.54 2602 2.0 22.6 1.4 22.7 1.9 86.12 2603 5.1 23.0 1.4 23.1 5.0 85.44 3548 4.7 30.2 1.1 30.2 4.6 87.46 3543 5.4 30.7 1.2 30.8 5.4 87.35 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -2.3 -14.3 2602 -5.9 -14.7 2603 -5.9 -14.3 3548 1.3 -14.0 3543 1.3 -14.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 49.9 181.0 99.0 234.2 -3.3 61.75 2602 64.3 186.9 98.7 241.9 9.4 60.92 2603 64.3 175.0 99.3 233.3 6.0 59.57 3548 35.6 175.0 99.3 226.6 -16.0 62.54 3543 35.6 187.0 98.7 235.7 -13.1 63.74 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.9 35.0 4.7 35.7 2.2 81.83 2602 -7.4 10.9 5.0 12.2 -8.7 75.57 2603 3.8 12.2 5.2 14.7 1.3 64.34 3548 6.5 57.6 3.8 57.9 6.2 85.78 3543 8.6 59.4 3.9 59.7 8.3 85.67 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -8.9 -87.2 2602 -21.2 -88.1 2603 -21.2 -87.3 3548 3.4 -86.2 3543 3.4 -87.0 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2637 1 3 E1 (RS) Cent 22.6 43.6 30.3 65.2 1.0 54.58 2603 28.3 45.9 30.2 68.6 5.7 53.11 2604 28.3 41.4 30.4 66.0 3.8 51.07 3553 16.9 41.4 30.4 61.9 -3.6 55.96 3548 16.9 45.9 30.2 64.9 -2.1 57.81 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.9 19.9 1.6 20.1 2.8 84.59 2603 3.3 15.5 1.7 15.7 3.0 82.40 2604 3.6 15.9 1.7 16.2 3.4 82.08 3553 3.6 25.9 1.4 26.0 3.5 86.32


3548 4.1 26.4 1.4 26.5 4.1 86.31 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.3 30.6 2603 7.3 30.9 2604 7.3 30.6 3553 2.0 30.3 3548 2.0 30.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 26.0 33.3 21.1 51.0 8.2 49.89 2603 28.8 31.9 21.1 51.5 9.2 47.07 2604 28.8 34.7 21.1 53.1 10.4 48.96 3553 23.2 34.7 21.1 50.9 7.0 52.63 3548 23.2 31.9 21.1 49.1 6.0 50.82 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.8 26.2 2.9 26.6 5.4 82.14 2603 5.2 28.8 2.2 29.1 5.0 84.66 2604 9.5 31.5 2.3 31.7 9.2 83.99 3553 5.5 23.5 3.2 24.1 4.9 80.10 3548 4.7 22.5 3.2 23.0 4.1 80.09 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 7.1 20.9 2603 12.8 19.7 2604 12.8 21.9 3553 2.8 22.3 3548 2.8 20.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 8.2 10.0 6.1 15.3 2.9 49.04 2603 9.0 9.7 6.2 15.5 3.1 46.61 2604 9.0 10.5 6.1 15.9 3.6 48.60 3553 7.5 10.5 6.1 15.3 2.8 51.86 3548 7.5 9.7 6.2 14.9 2.3 49.87 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 1.9 9.3 1.6 9.7 1.6 78.43 2603 2.4 10.0 1.2 10.2 2.2 81.43 2604 3.4 10.4 1.3 10.6 3.2 80.08 3553 1.9 8.8 1.9 9.3 1.5 75.92 3548 1.8 8.8 1.8 9.2 1.3 76.37 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.2 5.7 2603 7.1 5.5 2604 7.1 6.0 3553 1.5 6.1 3548 1.5 5.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 15.0 -148.8 -4.0 15.1 -148.9 -1.39 2603 15.7 -150.3 -3.9 15.8 -150.4 -1.35 2604 15.7 -147.2 -4.1 15.8 -147.3 -1.42 3553 14.3 -147.2 -4.1 14.4 -147.3 -1.44 3548 14.3 -150.3 -3.9 14.4 -150.4 -1.36 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -23.4 -113.2 -0.8 -23.4 -113.2 -0.52 2603 -25.6 -127.9 -0.7 -25.6 -127.9 -0.40 2604 -27.0 -127.2 -0.7 -27.0 -127.2 -0.39 3553 -19.6 -98.2 -0.8 -19.6 -98.2 -0.57 3548 -21.4 -99.6 -0.8 -21.4 -99.6 -0.61 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.1 -52.7 2603 3.0 -52.5 2604 3.0 -52.7 3553 -2.9 -53.0 3548 -2.9 -52.7


LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 15.1 -158.9 -1.9 15.1 -158.9 -0.62 2603 16.5 -159.6 -1.8 16.5 -159.6 -0.60 2604 16.5 -158.1 -1.9 16.5 -158.1 -0.63 3553 13.7 -158.1 -1.9 13.7 -158.1 -0.64 3548 13.7 -159.6 -1.8 13.7 -159.6 -0.61 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -21.4 -100.8 -1.6 -21.3 -100.8 -1.13 2603 -23.8 -121.3 -1.2 -23.8 -121.3 -0.69 2604 -27.3 -121.8 -1.2 -27.2 -121.8 -0.72 3553 -16.6 -79.6 -1.8 -16.6 -79.7 -1.64 3548 -17.7 -80.4 -1.8 -17.7 -80.4 -1.65 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.3 -76.5 2603 6.5 -76.1 2604 6.5 -76.6 3553 -1.8 -77.0 3548 -1.8 -76.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 26.8 -254.4 25.1 29.1 -256.6 5.06 2603 28.0 -255.9 25.2 30.2 -258.1 5.03 2604 28.0 -252.9 25.1 30.2 -255.1 5.06 3553 25.6 -252.9 25.1 27.9 -255.2 5.10 3548 25.6 -255.9 25.2 27.9 -258.1 5.07 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -39.9 -191.9 -2.9 -39.8 -192.0 -1.10 2603 -42.8 -221.4 -2.3 -42.8 -221.4 -0.73 2604 -49.2 -222.6 -2.3 -49.1 -222.6 -0.76 3553 -32.9 -161.3 -3.2 -32.8 -161.4 -1.44 3548 -34.7 -162.4 -3.3 -34.6 -162.5 -1.46 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.4 -110.7 2603 11.9 -109.7 2604 11.9 -110.9 3553 -3.1 -111.6 3548 -3.1 -110.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.3 -4.1 0.2 0.3 -4.1 2.20 2603 0.2 -4.1 0.2 0.3 -4.1 2.21 2604 0.2 -4.0 0.2 0.3 -4.0 2.20 3553 0.3 -4.0 0.2 0.3 -4.0 2.18 3548 0.3 -4.1 0.2 0.3 -4.1 2.19 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.6 -3.1 -0.1 -0.6 -3.1 -1.25 2603 -0.7 -3.5 -0.0 -0.7 -3.5 -0.93 2604 -0.8 -3.5 -0.0 -0.8 -3.5 -0.98 3553 -0.5 -2.7 -0.1 -0.5 -2.7 -1.48 3548 -0.6 -2.7 -0.1 -0.6 -2.7 -1.51 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.1 -1.5 2603 0.2 -1.5 2604 0.2 -1.5 3553 -0.1 -1.6 3548 -0.1 -1.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 12.9 -5.4 1.0 13.0 -5.5 2.99 2603 15.0 -4.6 0.9 15.0 -4.6 2.69 2604 15.0 -6.3 1.0 15.0 -6.3 2.69 3553 10.9 -6.3 1.0 10.9 -6.3 3.33 3548 10.9 -4.6 0.9 10.9 -4.6 3.40


NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.0 26.2 1.2 26.3 3.9 86.83 2603 1.9 22.3 1.3 22.4 1.8 86.33 2604 4.7 22.6 1.3 22.7 4.6 85.74 3553 4.3 29.6 1.0 29.7 4.2 87.77 3548 5.1 30.3 1.0 30.3 5.1 87.63 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -2.0 -14.0 2603 -5.4 -14.3 2604 -5.4 -14.0 3553 1.4 -13.7 3548 1.4 -14.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 51.6 166.2 82.7 209.5 8.3 62.36 2603 67.1 173.7 82.3 218.5 22.4 61.46 2604 67.1 158.8 83.0 207.8 18.1 59.45 3553 36.1 158.7 83.0 200.6 -5.8 63.22 3548 36.1 173.7 82.3 212.2 -2.3 64.94 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.0 33.6 4.6 34.2 1.3 81.91 2603 -8.0 9.8 5.0 11.2 -9.3 75.36 2604 2.8 10.9 5.2 13.4 0.3 63.98 3553 5.3 55.7 3.6 55.9 5.0 85.99 3548 7.8 57.8 3.7 58.1 7.5 85.82 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -8.3 -86.2 2603 -20.6 -87.3 2604 -20.6 -86.3 3553 4.0 -85.1 3548 4.0 -86.2 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2638 1 3 E1 (RS) Cent 21.9 38.0 24.3 55.6 4.4 54.16 2604 27.9 40.7 24.2 59.3 9.3 52.45 2605 27.9 35.4 24.4 56.3 6.9 49.37 3558 16.1 35.4 24.4 52.0 -0.5 55.76 3553 16.1 40.7 24.2 55.6 1.3 58.50 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.8 19.7 1.6 19.8 2.6 84.67 2604 3.3 15.5 1.6 15.7 3.1 82.52 2605 3.6 16.0 1.7 16.2 3.4 82.36 3558 3.3 25.4 1.4 25.5 3.2 86.37 3553 3.9 25.9 1.4 26.0 3.8 86.31 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.2 30.3 2604 7.1 30.6 2605 7.1 30.3 3558 2.0 30.0 3553 2.0 30.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 24.1 36.6 17.6 49.1 11.6 54.74 2604 27.0 35.2 17.6 49.2 13.0 51.58 2605 27.0 38.1 17.7 51.0 14.0 53.73 3558 21.3 38.1 17.7 49.3 10.2 57.68 3553 21.3 35.2 17.6 47.2 9.3 55.73 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.0 27.5 2.9 27.9 5.6 82.42 2604 5.3 30.7 2.3 30.9 5.1 84.96 2605 10.0 33.4 2.4 33.7 9.8 84.29 3558 5.5 24.3 3.3 24.8 4.9 80.40 3553 4.8 23.4 3.3 23.9 4.3 80.33


NODE Vxx Vyy ---- ------ ---------- ---------- Cent 7.0 23.3 2604 12.9 21.9 2605 12.9 24.3 3558 2.5 24.8 3553 2.5 22.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 7.9 11.3 5.8 15.7 3.5 53.26 2604 8.6 10.6 5.9 15.6 3.6 49.73 2605 8.6 12.2 5.8 16.5 4.4 53.71 3558 7.2 12.2 5.8 16.0 3.4 56.91 3553 7.2 10.6 5.9 15.0 2.8 53.12 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 1.9 9.6 1.7 9.9 1.6 78.27 2604 2.2 10.2 1.2 10.3 2.0 81.51 2605 3.8 11.0 1.3 11.2 3.6 80.15 3558 1.9 8.9 1.9 9.4 1.4 75.73 3553 1.7 8.8 1.9 9.3 1.3 76.02 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.3 6.5 2604 7.4 6.0 2605 7.4 7.1 3558 1.4 7.3 3553 1.4 6.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 12.7 -145.6 -8.7 13.2 -146.1 -3.12 2604 12.6 -148.2 -8.5 13.0 -148.7 -3.03 2605 12.6 -143.0 -8.8 13.1 -143.5 -3.22 3558 12.9 -143.0 -8.8 13.4 -143.4 -3.22 3553 12.9 -148.2 -8.5 13.3 -148.7 -3.02 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -22.6 -111.8 -1.0 -22.6 -111.8 -0.61 2604 -24.9 -126.8 -1.0 -24.9 -126.8 -0.55 2605 -26.2 -125.5 -0.9 -26.2 -125.5 -0.53 3558 -18.2 -96.3 -0.8 -18.2 -96.3 -0.57 3553 -21.1 -98.5 -0.9 -21.1 -98.5 -0.65 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.8 -52.9 2604 3.1 -52.7 2605 3.1 -52.7 3558 -4.7 -53.1 3553 -4.7 -53.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 14.1 -157.3 -6.7 14.4 -157.6 -2.24 2604 15.1 -158.8 -6.6 15.4 -159.1 -2.18 2605 15.1 -155.9 -6.8 15.4 -156.1 -2.27 3558 13.1 -155.9 -6.8 13.4 -156.1 -2.29 3553 13.1 -158.8 -6.6 13.4 -159.1 -2.20 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -21.0 -100.1 -1.8 -20.9 -100.1 -1.28 2604 -23.4 -121.1 -1.5 -23.4 -121.1 -0.86 2605 -27.0 -121.0 -1.5 -27.0 -121.0 -0.88 3558 -15.7 -78.4 -1.9 -15.6 -78.4 -1.71 3553 -17.7 -79.8 -1.9 -17.7 -79.9 -1.78 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.8 -77.1 2604 7.0 -76.6 2605 7.0 -77.1 3558 -3.4 -77.6 3553 -3.4 -77.1


LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 23.7 -251.8 14.5 24.5 -252.6 3.00 2604 23.8 -254.7 14.6 24.6 -255.5 3.00 2605 23.9 -248.8 14.3 24.6 -249.6 3.00 3558 23.6 -248.8 14.3 24.4 -249.6 3.00 3553 23.6 -254.8 14.6 24.4 -255.5 3.00 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -39.0 -190.8 -3.2 -38.9 -190.9 -1.19 2604 -42.1 -221.2 -2.7 -42.0 -221.3 -0.87 2605 -48.4 -221.3 -2.7 -48.3 -221.3 -0.89 3558 -31.0 -159.2 -3.2 -30.9 -159.3 -1.43 3553 -34.6 -161.7 -3.4 -34.5 -161.8 -1.51 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.1 -111.8 2604 12.2 -110.9 2605 12.2 -111.8 3558 -6.0 -112.8 3553 -6.0 -111.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.2 -4.0 0.0 0.2 -4.0 0.64 2604 0.2 -4.1 0.0 0.2 -4.1 0.68 2605 0.2 -3.9 0.0 0.2 -3.9 0.61 3558 0.2 -3.9 0.0 0.2 -3.9 0.60 3553 0.2 -4.1 0.1 0.2 -4.1 0.66 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.6 -3.1 -0.1 -0.6 -3.1 -1.32 2604 -0.6 -3.5 -0.1 -0.6 -3.5 -1.05 2605 -0.8 -3.5 -0.1 -0.8 -3.5 -1.09 3558 -0.5 -2.6 -0.1 -0.5 -2.6 -1.45 3553 -0.6 -2.7 -0.1 -0.6 -2.7 -1.54 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.1 -1.6 2604 0.2 -1.5 2605 0.2 -1.6 3558 -0.1 -1.6 3553 -0.1 -1.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 14.0 -7.2 0.3 14.0 -7.2 0.93 2604 16.3 -6.2 0.3 16.3 -6.2 0.74 2605 16.3 -8.2 0.4 16.3 -8.2 0.92 3558 11.6 -8.2 0.4 11.6 -8.2 1.14 3553 11.6 -6.2 0.3 11.6 -6.2 0.93 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.6 25.7 1.1 25.7 3.6 87.22 2604 1.7 22.0 1.2 22.0 1.7 86.62 2605 4.1 22.0 1.2 22.1 4.0 86.14 3558 3.8 29.0 0.8 29.0 3.8 88.18 3553 4.8 29.7 0.9 29.7 4.7 88.01 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.6 -13.8 2604 -4.6 -14.0 2605 -4.6 -13.9 3558 1.5 -13.5 3553 1.5 -13.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 50.7 147.2 64.6 179.6 18.3 63.37 2604 66.9 156.5 64.2 190.0 33.5 62.47 2605 66.9 137.9 65.1 176.5 28.2 59.30 3558 34.5 137.8 65.1 169.3 3.0 64.22 3553 34.5 156.6 64.2 184.1 7.0 66.78 NODE Mxx Myy Mxy Mmax Mmin ANGLE


---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.9 31.8 4.1 32.3 0.3 82.53 2604 -8.4 8.6 4.7 9.8 -9.6 75.58 2605 1.3 9.3 4.8 11.5 -0.9 65.04 3558 3.8 53.4 3.0 53.6 3.6 86.55 3553 6.7 55.9 3.2 56.1 6.5 86.27 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -6.9 -85.0 2604 -18.4 -86.2 2605 -18.4 -85.0 3558 4.7 -83.8 3553 4.7 -85.1 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2639 1 3 E1 (RS) Cent 20.4 31.6 17.9 44.8 7.2 53.70 2605 26.5 34.5 17.8 48.7 12.2 51.35 2606 26.4 28.9 18.1 45.8 9.5 46.90 3563 14.4 28.8 18.1 41.1 2.2 55.87 3558 14.4 34.5 17.8 44.9 4.0 59.71 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.6 19.4 1.5 19.5 2.5 85.06 2605 3.3 15.6 1.5 15.8 3.1 83.05 2606 3.5 16.0 1.6 16.2 3.3 82.98 3563 2.9 24.9 1.3 24.9 2.8 86.64 3558 3.5 25.5 1.3 25.5 3.4 86.55 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.9 30.0 2605 6.4 30.3 2606 6.4 30.0 3563 2.1 29.7 3558 2.1 30.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 21.6 39.5 13.9 47.1 14.0 61.36 2605 24.5 38.8 13.9 47.3 16.0 58.62 2606 24.5 40.2 13.9 48.3 16.4 59.71 3563 18.7 40.2 13.9 47.0 11.9 63.81 3558 18.7 38.8 13.9 45.9 11.6 62.90 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.1 28.7 2.9 29.0 5.7 82.77 2605 5.3 32.6 2.3 32.8 5.1 85.26 2606 10.1 34.9 2.4 35.2 9.9 84.58 3563 5.2 24.9 3.3 25.4 4.7 80.81 3558 4.9 24.2 3.3 24.7 4.4 80.67 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 6.6 25.6 2605 12.4 24.3 2606 12.4 26.3 3563 2.2 26.9 3558 2.2 24.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 7.3 13.2 5.5 16.5 3.9 59.02 2605 8.1 12.4 5.6 16.2 4.2 55.44 2606 8.1 14.1 5.5 17.3 4.8 59.35 3563 6.5 14.1 5.5 17.0 3.6 62.37 3558 6.5 12.4 5.6 15.8 3.1 58.82 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.0 9.9 1.7 10.3 1.6 78.54 2605 1.9 10.7 1.3 10.9 1.8 82.01 2606 4.0 11.8 1.3 12.0 3.8 80.65 3563 1.8 9.1 1.9 9.6 1.3 75.93 3558 1.7 8.9 1.9 9.4 1.2 76.06 NODE Vxx Vyy ---- ------ ---------- ----------


Cent 4.2 7.8 2605 7.3 7.1 2606 7.3 8.4 3563 1.3 8.7 3558 1.3 7.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 9.0 -138.8 -13.7 10.3 -140.0 -5.23 2605 7.7 -144.3 -13.4 8.8 -145.4 -4.99 2606 7.7 -133.3 -14.0 9.1 -134.7 -5.60 3563 10.3 -133.3 -14.0 11.7 -134.6 -5.50 3558 10.3 -144.3 -13.4 11.5 -145.4 -4.90 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -21.1 -109.4 -1.0 -21.0 -109.4 -0.63 2605 -23.9 -125.0 -1.2 -23.9 -125.0 -0.67 2606 -24.1 -122.1 -1.1 -24.0 -122.1 -0.65 3563 -16.1 -93.7 -0.6 -16.1 -93.7 -0.46 3558 -20.2 -96.6 -0.8 -20.2 -96.6 -0.57 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -2.7 -52.2 2605 1.4 -52.8 2606 1.4 -51.1 3563 -6.8 -51.6 3558 -6.8 -53.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 11.9 -152.6 -12.4 12.8 -153.5 -4.29 2605 12.5 -157.0 -12.2 13.3 -157.8 -4.08 2606 12.5 -148.2 -12.6 13.5 -149.2 -4.47 3563 11.3 -148.2 -12.6 12.3 -149.2 -4.50 3558 11.2 -157.0 -12.2 12.1 -157.9 -4.11 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -19.9 -98.5 -1.9 -19.8 -98.6 -1.36 2605 -22.8 -120.2 -1.7 -22.8 -120.2 -1.00 2606 -25.4 -118.6 -1.7 -25.4 -118.6 -1.05 3563 -14.1 -76.7 -1.8 -14.0 -76.7 -1.67 3558 -17.2 -78.7 -1.9 -17.2 -78.7 -1.78 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.2 -76.7 2605 5.7 -77.1 2606 5.7 -75.7 3563 -5.3 -76.3 3558 -5.3 -77.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 18.4 -243.5 2.1 18.4 -243.5 0.47 2605 17.3 -251.3 2.6 17.3 -251.4 0.55 2606 17.3 -235.7 1.7 17.3 -235.7 0.39 3563 19.5 -235.7 1.7 19.5 -235.7 0.39 3558 19.4 -251.4 2.6 19.5 -251.4 0.54 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -36.9 -188.2 -3.2 -36.8 -188.2 -1.21 2605 -41.0 -219.8 -3.1 -40.9 -219.9 -0.98 2606 -45.3 -217.1 -3.0 -45.2 -217.2 -1.01 3563 -27.8 -156.1 -3.0 -27.8 -156.1 -1.32 3558 -33.5 -159.7 -3.2 -33.5 -159.8 -1.44 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.1 -111.4 2605 9.5 -112.0 2606 9.5 -109.8 3563 -9.7 -110.9 3558 -9.7 -113.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ----------


Neve Cent 0.1 -3.8 -0.1 0.1 -3.8 -1.41 2605 0.1 -4.0 -0.1 0.1 -4.0 -1.28 2606 0.1 -3.7 -0.1 0.1 -3.7 -1.59 3563 0.2 -3.7 -0.1 0.2 -3.7 -1.54 3558 0.2 -4.0 -0.1 0.2 -4.0 -1.24 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.6 -3.0 -0.1 -0.6 -3.0 -1.31 2605 -0.6 -3.5 -0.1 -0.6 -3.5 -1.14 2606 -0.7 -3.4 -0.1 -0.7 -3.4 -1.18 3563 -0.4 -2.6 -0.0 -0.4 -2.6 -1.31 3558 -0.5 -2.6 -0.1 -0.5 -2.6 -1.43 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -1.6 2605 0.2 -1.6 2606 0.2 -1.5 3563 -0.2 -1.5 3558 -0.2 -1.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 14.3 -9.2 -0.4 14.3 -9.2 -0.89 2605 17.1 -8.3 -0.4 17.1 -8.3 -0.93 2606 17.1 -10.1 -0.3 17.1 -10.1 -0.66 3563 11.5 -10.1 -0.3 11.5 -10.1 -0.83 3558 11.5 -8.3 -0.4 11.5 -8.3 -1.20 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.2 25.0 0.9 25.0 3.2 87.69 2605 1.6 21.5 1.1 21.5 1.6 86.95 2606 3.5 21.2 1.1 21.2 3.4 86.60 3563 3.3 28.2 0.6 28.2 3.3 88.69 3558 4.4 29.1 0.6 29.1 4.4 88.50 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.0 -13.7 2605 -3.8 -13.8 2606 -3.8 -13.8 3563 1.7 -13.5 3558 1.7 -13.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 47.2 124.1 45.7 145.4 25.9 65.03 2605 63.9 134.8 45.2 156.8 42.0 64.07 2606 63.9 113.5 46.3 141.2 36.1 59.08 3563 30.5 113.4 46.3 134.1 9.8 65.92 3558 30.6 134.9 45.1 151.7 13.7 69.56 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.5 29.7 3.3 30.0 -0.8 83.86 2605 -8.3 7.3 4.0 8.3 -9.3 76.33 2606 -1.1 6.9 4.0 8.5 -2.8 67.37 3563 2.2 50.8 2.0 50.9 2.1 87.62 3558 5.4 53.7 2.3 53.8 5.3 87.25 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -4.5 -84.0 2605 -14.2 -84.8 2606 -14.2 -84.2 3563 5.2 -83.1 3558 5.2 -83.8 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2722 1 3 E1 (RS) Cent 28.7 8.1 8.6 31.8 5.0 19.98 2688 30.2 8.4 8.6 33.2 5.4 19.15 2689 30.2 8.0 8.6 33.2 5.1 18.88 2708 27.4 8.0 8.6 30.7 4.8 20.79 2707 27.4 8.4 8.6 30.7 5.1 21.11 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.3 15.0 2.0 15.3 3.9 79.82


2688 8.7 26.0 1.9 26.2 8.5 83.86 2689 4.1 24.4 2.2 24.6 3.8 84.02 2708 4.3 6.0 1.7 7.1 3.2 58.84 2707 2.9 6.3 1.9 7.2 2.0 65.90 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.2 23.7 2688 11.3 24.4 2689 11.3 24.6 2708 10.6 22.8 2707 10.6 23.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 47.5 17.6 25.5 62.1 3.0 29.78 2688 50.3 17.5 25.5 64.2 3.6 28.65 2689 50.3 17.7 25.5 64.2 3.7 28.71 2708 45.6 17.7 25.5 60.7 2.6 30.64 2707 45.6 17.5 25.5 60.7 2.5 30.57 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.5 14.0 2.4 14.7 5.8 73.64 2688 8.4 14.5 2.2 15.2 7.7 72.19 2689 6.0 13.9 2.4 14.6 5.3 74.41 2708 8.3 14.6 2.2 15.3 7.6 72.48 2707 6.0 13.8 2.4 14.5 5.3 74.40 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.2 5.2 2688 13.2 5.5 2689 13.2 5.4 2708 13.3 5.2 2707 13.3 5.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 10.9 12.7 7.8 19.7 4.0 48.22 2688 12.6 12.6 7.8 20.4 4.8 45.09 2689 12.6 12.8 7.8 20.5 4.9 45.30 2708 9.6 12.8 7.8 19.1 3.2 50.79 2707 9.6 12.6 7.8 19.1 3.1 50.57 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.1 7.4 0.6 7.5 2.0 83.57 2688 2.0 7.1 0.6 7.2 1.9 83.13 2689 2.3 7.0 0.7 7.1 2.2 82.08 2708 2.1 7.7 0.5 7.8 2.0 84.78 2707 2.5 7.9 0.6 8.0 2.4 84.11 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.6 2.0 2688 3.2 2.1 2689 3.2 2.0 2708 3.7 2.0 2707 3.7 2.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 38.1 -64.4 21.4 42.4 -68.7 11.31 2688 34.8 -64.8 21.4 39.2 -69.2 11.63 2689 34.8 -64.1 21.3 39.2 -68.5 11.67 2708 41.5 -64.1 21.3 45.6 -68.3 11.00 2707 41.5 -64.8 21.4 45.6 -68.9 10.96 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 10.7 52.4 -0.2 52.4 10.7 -89.69 2688 10.4 49.4 -0.1 49.4 10.4 -89.86 2689 9.6 49.3 -0.1 49.3 9.6 -89.87 2708 11.5 55.4 -0.4 55.4 11.5 -89.54 2707 11.1 55.6 -0.4 55.6 11.1 -89.55 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.4 -6.9 2688 1.6 -7.0


2689 1.6 -6.7 2708 -0.8 -6.9 2707 -0.8 -7.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 18.4 -56.6 15.1 21.4 -59.6 10.97 2688 19.6 -56.5 15.1 22.5 -59.4 10.83 2689 19.6 -56.8 15.1 22.5 -59.7 10.81 2708 17.3 -56.8 15.1 20.2 -59.7 11.11 2707 17.3 -56.5 15.1 20.2 -59.5 11.14 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.1 17.6 -0.3 17.6 3.1 -88.86 2688 3.1 16.0 -0.3 16.0 3.1 -88.75 2689 2.5 16.0 -0.3 16.0 2.4 -88.79 2708 3.9 19.3 -0.3 19.4 3.9 -89.03 2707 3.1 19.1 -0.3 19.1 3.1 -89.01 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.1 -3.6 2688 1.5 -3.5 2689 1.5 -3.4 2708 -1.7 -3.7 2707 -1.7 -3.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 49.5 -155.1 61.1 66.4 -171.9 15.43 2688 49.2 -155.0 61.1 66.1 -171.9 15.45 2689 49.2 -155.1 61.1 66.1 -172.0 15.44 2708 49.8 -155.1 61.1 66.7 -172.0 15.41 2707 49.8 -155.0 61.1 66.7 -171.8 15.41 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 15.8 79.7 0.1 79.7 15.8 89.90 2688 14.8 75.6 0.1 75.6 14.8 89.90 2689 15.2 76.1 0.2 76.1 15.2 89.85 2708 16.5 83.6 0.0 83.6 16.5 89.96 2707 16.6 83.5 0.1 83.5 16.6 89.94 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.2 -8.6 2688 -0.8 -8.8 2689 -0.8 -8.5 2708 0.3 -8.4 2707 0.3 -8.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.4 -2.2 0.4 0.5 -2.2 8.71 2688 0.5 -2.2 0.4 0.5 -2.2 8.54 2689 0.5 -2.2 0.4 0.5 -2.3 8.49 2708 0.3 -2.2 0.4 0.4 -2.3 8.88 2707 0.3 -2.2 0.4 0.4 -2.2 8.94 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.4 0.0 1.4 0.3 88.88 2688 0.2 1.3 0.0 1.3 0.2 88.66 2689 0.3 1.3 0.0 1.3 0.3 88.44 2708 0.3 1.5 0.0 1.5 0.3 89.35 2707 0.3 1.5 0.0 1.5 0.3 89.23 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -0.2 2688 -0.1 -0.2 2689 -0.1 -0.2 2708 0.1 -0.2 2707 0.1 -0.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 15.0 -38.7 7.8 16.1 -39.8 8.10 2688 9.4 -39.8 7.9 10.7 -41.1 8.89


2689 9.4 -37.5 7.7 10.7 -38.7 9.09 2708 20.7 -37.5 7.7 21.7 -38.5 7.42 2707 20.7 -39.9 7.9 21.7 -40.9 7.31 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.3 -31.2 -2.8 -6.0 -31.5 -6.33 2688 -2.7 -30.7 -2.7 -2.5 -31.0 -5.53 2689 -9.8 -31.9 -3.0 -9.4 -32.3 -7.55 2708 -2.6 -30.1 -2.4 -2.4 -30.3 -4.89 2707 -10.1 -32.2 -2.6 -9.8 -32.5 -6.52 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.4 -0.1 2688 14.9 1.2 2689 14.9 1.0 2708 -16.0 -1.8 2707 -16.0 -1.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -51.1 -24.8 -52.0 15.7 -91.5 -52.12 2688 -62.4 -22.9 -52.1 13.1 -98.3 -55.38 2689 -62.4 -26.6 -51.8 10.3 -99.3 -54.52 2708 -39.8 -26.7 -51.8 19.0 -85.4 -48.58 2707 -39.7 -22.8 -52.1 21.5 -84.0 -49.61 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 10.2 30.1 -6.6 32.1 8.2 -73.21 2688 25.1 60.4 -5.6 61.3 24.3 -81.16 2689 6.4 53.9 -6.5 54.7 5.5 -82.39 2708 12.2 3.1 -6.2 15.3 -0.1 -26.78 2707 -2.4 3.0 -6.9 7.7 -7.2 -55.69 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.7 60.5 2688 38.3 62.9 2689 38.3 63.7 2708 -33.5 57.1 2707 -33.5 58.0 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2723 1 3 E1 (RS) Cent 27.2 8.1 9.0 30.8 4.5 21.59 2689 28.6 8.1 9.0 32.0 4.7 20.70 2690 28.6 8.3 8.9 31.9 4.9 20.70 2709 26.1 8.3 8.9 29.8 4.6 22.53 2708 26.1 8.1 9.0 29.9 4.3 22.51 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.0 14.2 2.0 14.6 3.6 79.16 2689 8.5 25.3 2.0 25.6 8.3 83.38 2690 3.7 23.6 2.3 23.9 3.5 83.50 2709 4.0 5.3 1.6 6.4 2.9 55.27 2708 2.7 5.6 1.9 6.6 1.8 63.58 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.3 23.7 2689 11.6 24.6 2690 11.6 24.8 2709 10.6 22.5 2708 10.6 22.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 47.2 17.6 25.7 62.1 2.7 30.02 2689 49.6 17.5 25.7 63.9 3.3 29.01 2690 49.6 17.7 25.7 63.9 3.4 29.07 2709 45.6 17.7 25.7 60.9 2.4 30.74 2708 45.6 17.5 25.7 60.9 2.3 30.68 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.6 14.1 2.5 14.8 5.9 73.37 2689 8.4 14.5 2.2 15.2 7.7 72.06 2690 6.1 13.9 2.5 14.6 5.4 73.68


2709 8.3 14.7 2.3 15.4 7.6 72.55 2708 6.2 14.1 2.5 14.8 5.5 73.87 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.2 5.1 2689 13.6 5.5 2690 13.6 5.4 2709 13.5 5.2 2708 13.5 5.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 10.9 13.0 6.7 18.7 5.2 49.52 2689 12.6 13.0 6.7 19.5 6.1 45.91 2690 12.6 13.0 6.7 19.5 6.1 45.89 2709 9.5 13.0 6.7 18.2 4.3 52.41 2708 9.5 13.0 6.7 18.2 4.3 52.41 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.0 7.3 0.6 7.3 1.9 83.38 2689 2.0 7.0 0.6 7.1 1.9 82.87 2690 2.2 6.9 0.7 7.0 2.1 81.71 2709 2.0 7.6 0.5 7.6 2.0 84.75 2708 2.4 7.8 0.6 7.8 2.4 84.00 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.6 2.0 2689 3.2 2.1 2690 3.2 2.1 2709 3.8 2.0 2708 3.8 2.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 38.7 -63.2 22.8 43.6 -68.1 12.04 2689 35.3 -63.7 22.8 40.4 -68.7 12.37 2690 35.4 -62.7 22.7 40.4 -67.7 12.43 2709 42.1 -62.7 22.7 46.8 -67.4 11.71 2708 42.1 -63.7 22.8 46.8 -68.4 11.67 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 10.4 52.3 -0.2 52.3 10.4 -89.71 2689 10.2 49.4 -0.1 49.4 10.2 -89.92 2690 9.5 49.3 -0.1 49.3 9.5 -89.92 2709 11.2 55.1 -0.4 55.1 11.2 -89.52 2708 10.9 55.3 -0.4 55.3 10.9 -89.52 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.4 -6.6 2689 1.6 -6.7 2690 1.6 -6.3 2709 -0.7 -6.5 2708 -0.7 -6.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 18.0 -56.7 16.3 21.4 -60.1 11.76 2689 19.4 -56.6 16.3 22.7 -59.9 11.59 2690 19.4 -56.8 16.3 22.7 -60.2 11.57 2709 16.7 -56.8 16.3 20.1 -60.3 11.94 2708 16.7 -56.6 16.3 20.1 -60.0 11.96 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.2 17.8 -0.2 17.8 3.2 -89.03 2689 3.1 16.1 -0.2 16.1 3.1 -88.99 2690 2.6 16.2 -0.2 16.2 2.6 -89.01 2709 3.9 19.5 -0.2 19.5 3.9 -89.15 2708 3.1 19.2 -0.3 19.2 3.1 -89.10 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.2 -3.6 2689 1.2 -3.5 2690 1.2 -3.4 2709 -1.6 -3.7


2708 -1.6 -3.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 49.3 -154.4 64.6 68.1 -173.1 16.19 2689 49.1 -154.4 64.6 67.9 -173.2 16.20 2690 49.1 -154.4 64.6 67.9 -173.1 16.20 2709 49.5 -154.4 64.6 68.3 -173.1 16.17 2708 49.5 -154.4 64.6 68.3 -173.1 16.17 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 15.9 79.9 0.2 79.9 15.9 89.78 2689 14.7 76.0 0.3 76.0 14.7 89.76 2690 15.5 76.6 0.3 76.6 15.5 89.70 2709 16.4 83.6 0.1 83.6 16.4 89.89 2708 16.8 83.6 0.2 83.6 16.8 89.86 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.4 -8.2 2689 -1.6 -8.5 2690 -1.6 -8.1 2709 0.9 -7.8 2708 0.9 -8.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.4 -2.2 0.5 0.5 -2.3 9.74 2689 0.5 -2.2 0.5 0.6 -2.3 9.54 2690 0.5 -2.2 0.5 0.6 -2.3 9.49 2709 0.4 -2.2 0.5 0.5 -2.3 9.95 2708 0.4 -2.2 0.5 0.5 -2.3 10.01 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.4 0.0 1.4 0.3 88.69 2689 0.2 1.3 0.0 1.3 0.2 88.46 2690 0.3 1.3 0.0 1.3 0.3 88.17 2709 0.3 1.5 0.0 1.5 0.3 89.24 2708 0.3 1.5 0.0 1.5 0.3 89.07 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -0.2 2689 -0.1 -0.2 2690 -0.1 -0.2 2709 0.1 -0.2 2708 0.1 -0.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 12.5 -37.1 5.3 13.1 -37.7 6.01 2689 7.0 -38.4 5.4 7.6 -39.1 6.72 2690 7.0 -35.8 5.2 7.6 -36.4 6.77 2709 18.2 -35.7 5.1 18.7 -36.2 5.40 2708 18.2 -38.5 5.4 18.7 -39.0 5.43 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.1 -30.7 -3.0 -5.7 -31.1 -6.77 2689 -2.3 -30.4 -2.8 -2.0 -30.7 -5.71 2690 -9.8 -31.6 -3.2 -9.4 -32.1 -8.09 2709 -2.2 -29.3 -2.5 -2.0 -29.5 -5.23 2708 -9.9 -31.5 -2.8 -9.6 -31.9 -7.21 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.2 -0.6 2689 16.0 1.1 2690 16.0 1.0 2709 -16.7 -2.8 2708 -16.7 -1.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -48.2 -30.1 -56.9 18.5 -96.8 -49.50 2689 -57.4 -27.4 -57.2 16.8 -101.5 -52.35 2690 -57.4 -32.9 -56.6 12.8 -103.1 -51.12 2709 -38.8 -33.0 -56.6 20.8 -92.6 -46.47


2708 -38.7 -27.2 -57.2 24.5 -90.5 -47.87 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 9.1 26.9 -6.7 29.1 6.9 -71.42 2689 24.4 57.5 -5.8 58.5 23.4 -80.31 2690 4.9 50.6 -6.8 51.6 3.9 -81.67 2709 11.0 -0.4 -6.1 13.6 -3.1 -23.49 2708 -3.4 -0.1 -7.0 5.4 -8.9 -51.57 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.6 60.6 2689 39.8 63.9 2690 39.8 64.8 2709 -33.0 56.5 2708 -33.0 57.2 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2724 1 3 E1 (RS) Cent 25.6 8.8 9.2 29.7 4.7 23.86 2690 26.7 8.4 9.3 30.6 4.5 22.81 2691 26.7 9.3 9.2 30.6 5.4 23.25 2710 24.7 9.3 9.2 29.0 5.1 25.02 2709 24.7 8.4 9.3 28.9 4.2 24.47 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.8 13.4 2.1 13.8 3.3 78.30 2690 8.4 24.6 2.1 24.9 8.1 82.85 2691 3.4 22.8 2.4 23.1 3.1 82.92 2710 3.9 4.5 1.6 5.8 2.6 50.91 2709 2.6 4.9 1.9 6.0 1.5 60.32 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.4 23.7 2690 12.0 24.9 2691 12.0 25.2 2710 10.7 22.4 2709 10.7 22.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 46.5 17.4 25.8 61.6 2.3 30.32 2690 48.6 17.4 25.8 63.2 2.8 29.44 2691 48.6 17.5 25.9 63.2 2.9 29.51 2710 45.2 17.5 25.9 60.7 2.0 30.92 2709 45.2 17.4 25.8 60.6 2.0 30.85 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.6 14.1 2.5 14.9 5.8 73.06 2690 8.3 14.4 2.2 15.2 7.6 71.93 2691 6.3 13.8 2.6 14.6 5.5 72.81 2710 8.2 14.8 2.3 15.5 7.5 72.59 2709 6.4 14.3 2.6 15.1 5.7 73.24 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.2 5.0 2690 14.0 5.5 2691 14.0 5.4 2710 13.7 5.3 2709 13.7 5.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 10.8 13.2 5.8 18.0 6.0 51.00 2690 12.5 13.3 5.9 18.8 7.0 47.03 2691 12.5 13.2 5.8 18.7 7.0 46.71 2710 9.4 13.2 5.8 17.4 5.1 54.07 2709 9.4 13.3 5.9 17.5 5.2 54.35 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.0 7.2 0.7 7.2 1.9 82.96 2690 2.0 6.9 0.7 7.0 1.9 82.39 2691 2.2 6.9 0.8 7.0 2.0 81.10 2710 2.1 7.4 0.5 7.5 2.0 84.48 2709 2.4 7.6 0.6 7.7 2.3 83.63


NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.6 2.0 2690 3.4 2.1 2691 3.4 2.1 2710 3.9 2.0 2709 3.9 1.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 39.0 -61.6 24.2 44.5 -67.1 12.86 2690 35.5 -62.2 24.3 41.2 -67.9 13.21 2691 35.5 -60.9 24.1 41.2 -66.6 13.29 2710 42.5 -60.9 24.1 47.9 -66.2 12.51 2709 42.5 -62.2 24.3 47.9 -67.6 12.44 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 10.2 52.1 -0.2 52.1 10.2 -89.69 2690 10.0 49.4 -0.0 49.4 10.0 -89.93 2691 9.2 49.3 -0.1 49.3 9.2 -89.91 2710 10.9 54.8 -0.4 54.8 10.9 -89.48 2709 10.6 55.0 -0.4 55.0 10.6 -89.47 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.5 -6.2 2690 1.7 -6.3 2691 1.7 -5.8 2710 -0.7 -6.2 2709 -0.7 -6.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 17.4 -56.7 17.5 21.3 -60.6 12.65 2690 18.9 -56.6 17.5 22.7 -60.5 12.44 2691 18.8 -56.8 17.5 22.7 -60.6 12.43 2710 15.9 -56.8 17.5 19.9 -60.8 12.87 2709 15.9 -56.6 17.5 19.9 -60.6 12.88 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.2 17.9 -0.2 17.9 3.2 -89.24 2690 3.1 16.3 -0.2 16.3 3.1 -89.27 2691 2.7 16.4 -0.2 16.4 2.7 -89.28 2710 3.9 19.6 -0.2 19.6 3.9 -89.30 2709 3.2 19.4 -0.2 19.4 3.2 -89.25 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.3 -3.5 2690 0.8 -3.4 2691 0.8 -3.4 2710 -1.4 -3.7 2709 -1.4 -3.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 48.8 -153.3 68.2 69.7 -174.2 17.01 2690 48.6 -153.5 68.3 69.5 -174.4 17.03 2691 48.6 -153.1 68.2 69.5 -174.0 17.04 2710 49.1 -153.1 68.2 69.9 -174.0 17.00 2709 49.1 -153.5 68.3 69.9 -174.3 16.99 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 16.0 80.2 0.4 80.2 16.0 89.66 2690 14.6 76.4 0.4 76.4 14.6 89.62 2691 15.9 77.1 0.5 77.1 15.9 89.53 2710 16.3 83.5 0.2 83.5 16.3 89.81 2709 17.0 83.7 0.3 83.7 17.0 89.77 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.5 -7.7 2690 -2.6 -8.2 2691 -2.6 -7.8 2710 1.5 -7.2 2709 1.5 -7.8


LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.5 -2.2 0.5 0.6 -2.3 10.92 2690 0.5 -2.2 0.5 0.6 -2.3 10.69 2691 0.5 -2.2 0.5 0.6 -2.3 10.64 2710 0.4 -2.2 0.5 0.5 -2.3 11.15 2709 0.4 -2.2 0.5 0.5 -2.3 11.22 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.4 0.0 1.4 0.3 88.49 2690 0.2 1.3 0.0 1.3 0.2 88.26 2691 0.3 1.3 0.0 1.3 0.3 87.88 2710 0.3 1.5 0.0 1.5 0.3 89.12 2709 0.3 1.5 0.0 1.5 0.3 88.90 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -0.2 2690 -0.2 -0.2 2691 -0.2 -0.2 2710 0.2 -0.2 2709 0.2 -0.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 9.9 -35.4 2.3 10.0 -35.6 2.89 2690 4.5 -36.9 2.5 4.6 -37.1 3.42 2691 4.5 -34.0 2.1 4.6 -34.1 3.13 2710 15.4 -33.9 2.1 15.5 -34.0 2.44 2709 15.3 -37.0 2.5 15.5 -37.1 2.72 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -5.9 -30.3 -3.1 -5.5 -30.7 -7.24 2690 -2.0 -30.1 -2.9 -1.6 -30.4 -5.90 2691 -10.1 -31.5 -3.4 -9.5 -32.0 -8.70 2710 -1.9 -28.6 -2.6 -1.6 -28.8 -5.60 2709 -9.9 -30.9 -3.0 -9.5 -31.3 -7.98 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.1 -1.1 2690 17.2 1.1 2691 17.2 1.0 2710 -17.3 -3.7 2709 -17.3 -2.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -43.1 -37.1 -60.4 20.4 -100.6 -46.43 2690 -50.4 -33.2 -60.9 19.7 -103.3 -49.00 2691 -50.5 -40.9 -60.0 14.4 -105.9 -47.28 2710 -35.7 -41.1 -59.9 21.6 -98.4 -43.72 2709 -35.6 -33.1 -60.9 26.6 -95.3 -45.60 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 7.8 23.3 -6.9 26.0 5.1 -69.25 2690 23.4 54.3 -6.0 55.4 22.3 -79.36 2691 3.2 47.1 -7.2 48.2 2.0 -80.86 2710 9.5 -4.3 -6.1 11.8 -6.6 -20.64 2709 -4.7 -3.6 -7.1 2.9 -11.3 -47.20 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.4 61.0 2690 41.2 65.0 2691 41.2 66.2 2710 -32.9 56.0 2709 -32.9 56.5 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2725 1 3 E1 (RS) Cent 23.8 10.2 9.3 28.5 5.5 26.86 2691 24.7 9.5 9.4 29.2 5.0 25.50 2692 24.7 11.1 9.1 29.3 6.5 26.68 2711 23.1 11.2 9.1 28.0 6.2 28.40 2710 23.1 9.4 9.4 27.9 4.7 27.01


NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.6 12.5 2.2 13.0 3.1 77.13 2691 8.3 23.9 2.2 24.2 8.0 82.25 2692 3.2 22.0 2.6 22.3 2.8 82.25 2711 3.8 3.9 1.6 5.5 2.3 46.53 2710 2.6 4.2 2.0 5.6 1.3 56.20 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.4 23.8 2691 12.3 25.2 2692 12.3 25.6 2711 10.9 22.2 2710 10.9 22.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 45.4 17.2 25.9 60.8 1.8 30.72 2691 47.1 17.1 25.9 62.1 2.2 29.96 2692 47.1 17.3 25.9 62.1 2.3 30.04 2711 44.4 17.3 25.9 60.1 1.6 31.19 2710 44.4 17.1 25.9 60.1 1.5 31.10 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.6 14.1 2.6 14.9 5.7 72.69 2691 8.2 14.3 2.3 15.1 7.4 71.77 2692 6.4 13.7 2.7 14.6 5.6 71.76 2711 8.0 14.8 2.4 15.6 7.3 72.60 2710 6.7 14.4 2.7 15.2 5.8 72.49 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.3 5.0 2691 14.4 5.5 2692 14.4 5.4 2711 14.0 5.5 2710 14.0 5.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 10.5 13.4 5.4 17.5 6.4 52.31 2691 12.2 13.5 5.4 18.3 7.4 48.29 2692 12.2 13.2 5.4 18.2 7.3 47.63 2711 9.2 13.2 5.4 17.0 5.4 55.27 2710 9.2 13.5 5.4 17.2 5.5 55.88 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 1.9 7.0 0.7 7.1 1.8 82.32 2691 2.0 6.8 0.7 6.9 1.9 81.73 2692 2.1 6.8 0.8 6.9 2.0 80.29 2711 2.1 7.3 0.6 7.3 2.0 83.98 2710 2.3 7.5 0.6 7.6 2.3 83.01 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.6 2.0 2691 3.6 2.2 2692 3.6 2.1 2711 4.2 1.9 2710 4.2 1.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 38.8 -59.5 25.6 45.1 -65.8 13.76 2691 35.2 -60.4 25.7 41.7 -66.9 14.15 2692 35.3 -58.7 25.5 41.7 -65.1 14.24 2711 42.5 -58.6 25.5 48.6 -64.7 13.37 2710 42.5 -60.4 25.7 48.5 -66.5 13.30 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 9.9 52.0 -0.3 52.0 9.9 -89.62 2691 9.8 49.4 -0.1 49.4 9.8 -89.89 2692 8.9 49.3 -0.1 49.3 8.9 -89.85 2711 10.6 54.5 -0.5 54.5 10.6 -89.40 2710 10.2 54.7 -0.5 54.7 10.2 -89.38 NODE Vxx Vyy


---- ------ ---------- ---------- Cent 0.6 -5.8 2691 2.1 -5.8 2692 2.1 -5.3 2711 -0.9 -5.8 2710 -0.9 -6.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 16.5 -56.5 18.8 21.1 -61.0 13.63 2691 18.1 -56.5 18.8 22.6 -61.0 13.39 2692 18.1 -56.5 18.8 22.6 -60.9 13.39 2711 15.0 -56.5 18.8 19.6 -61.1 13.88 2710 15.0 -56.5 18.8 19.6 -61.1 13.88 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.3 18.1 -0.1 18.1 3.3 -89.51 2691 3.1 16.5 -0.1 16.5 3.1 -89.58 2692 3.0 16.6 -0.1 16.6 3.0 -89.61 2711 3.9 19.8 -0.1 19.8 3.9 -89.51 2710 3.4 19.6 -0.2 19.6 3.4 -89.45 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.4 -3.5 2691 0.4 -3.4 2692 0.4 -3.4 2711 -1.1 -3.6 2710 -1.1 -3.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 47.8 -151.6 72.0 71.1 -174.9 17.92 2691 47.4 -152.0 72.1 70.7 -175.3 17.93 2692 47.4 -151.2 71.9 70.8 -174.5 17.96 2711 48.3 -151.1 71.9 71.5 -174.4 17.91 2710 48.3 -152.0 72.1 71.5 -175.3 17.87 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 16.2 80.4 0.5 80.4 16.2 89.52 2691 14.6 76.8 0.6 76.8 14.6 89.47 2692 16.4 77.6 0.7 77.6 16.4 89.35 2711 16.3 83.4 0.3 83.4 16.3 89.72 2710 17.3 83.8 0.4 83.8 17.3 89.66 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.7 -7.2 2691 -3.6 -7.9 2692 -3.6 -7.4 2711 2.2 -6.5 2710 2.2 -7.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.5 -2.2 0.6 0.6 -2.4 12.23 2691 0.6 -2.2 0.6 0.7 -2.3 11.99 2692 0.6 -2.2 0.6 0.7 -2.4 11.94 2711 0.4 -2.2 0.6 0.6 -2.4 12.48 2710 0.4 -2.2 0.6 0.6 -2.3 12.54 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.4 0.0 1.4 0.3 88.26 2691 0.2 1.3 0.0 1.3 0.2 88.06 2692 0.3 1.3 0.0 1.3 0.3 87.56 2711 0.3 1.4 0.0 1.4 0.3 88.97 2710 0.3 1.5 0.0 1.5 0.3 88.68 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -0.2 2691 -0.2 -0.2 2692 -0.2 -0.2 2711 0.2 -0.2 2710 0.2 -0.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE


-------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 7.2 -33.8 -1.2 7.2 -33.9 -1.66 2691 2.1 -35.4 -1.0 2.1 -35.4 -1.46 2692 2.1 -32.3 -1.4 2.2 -32.3 -2.36 2711 12.4 -32.2 -1.4 12.4 -32.3 -1.84 2710 12.3 -35.5 -0.9 12.3 -35.5 -1.13 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.0 -29.9 -3.3 -5.5 -30.3 -7.79 2691 -1.7 -29.9 -3.1 -1.4 -30.2 -6.12 2692 -10.5 -31.4 -3.6 -9.9 -32.0 -9.41 2711 -1.7 -27.9 -2.8 -1.4 -28.2 -6.03 2710 -10.0 -30.2 -3.2 -9.5 -30.7 -8.88 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.4 -1.6 2691 18.5 1.2 2692 18.5 1.0 2711 -17.8 -4.8 2710 -17.8 -3.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -36.2 -46.0 -61.9 21.0 -103.2 -42.74 2691 -41.5 -40.8 -62.7 21.5 -103.8 -45.17 2692 -41.8 -51.2 -61.1 14.8 -107.8 -42.80 2711 -30.8 -51.4 -61.1 20.9 -103.1 -40.21 2710 -30.5 -40.5 -62.7 27.4 -98.5 -42.72 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.2 19.4 -7.1 22.5 3.1 -66.45 2691 22.2 50.9 -6.2 52.2 20.9 -78.24 2692 1.4 43.2 -7.7 44.6 -0.0 -79.92 2711 8.0 -8.7 -6.1 10.0 -10.7 -18.10 2710 -6.4 -7.6 -7.3 0.3 -14.3 -42.61 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.8 61.4 2691 42.4 66.3 2692 42.4 67.7 2711 -33.4 55.5 2710 -33.4 55.9 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2726 1 3 E1 (RS) Cent 22.0 12.3 8.9 27.3 7.0 30.77 2692 22.7 11.2 9.1 27.7 6.1 28.84 2693 22.7 13.6 8.8 28.0 8.3 31.28 2712 21.5 13.7 8.8 27.2 8.0 32.98 2711 21.5 11.1 9.1 26.8 5.8 30.20 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.4 11.5 2.2 12.1 2.9 75.52 2692 8.2 23.0 2.2 23.4 7.9 81.56 2693 3.0 21.0 2.8 21.4 2.6 81.46 2712 3.8 3.7 1.6 5.3 2.1 44.02 2711 2.7 3.8 2.0 5.4 1.2 52.34 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.3 23.9 2692 12.5 25.6 2693 12.5 26.0 2712 11.4 22.0 2711 11.4 22.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 43.9 16.8 25.9 59.6 1.1 31.22 2692 45.3 16.8 25.9 60.6 1.5 30.58 2693 45.3 16.9 25.9 60.7 1.5 30.68 2712 43.3 16.9 25.9 59.2 1.0 31.56 2711 43.3 16.8 25.9 59.1 0.9 31.45 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ----------


Cent 6.5 14.0 2.7 14.9 5.6 72.24 2692 7.9 14.2 2.3 14.9 7.1 71.56 2693 6.6 13.6 2.8 14.6 5.6 70.48 2712 7.8 14.8 2.4 15.5 7.1 72.60 2711 6.9 14.4 2.8 15.4 5.9 71.59 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.4 5.0 2692 14.9 5.6 2693 14.9 5.5 2712 14.4 5.8 2711 14.4 5.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 10.2 13.3 5.4 17.4 6.1 53.00 2692 11.9 13.5 5.4 18.1 7.2 49.36 2693 11.8 13.1 5.4 17.9 7.0 48.38 2712 8.9 13.1 5.4 16.8 5.2 55.55 2711 8.9 13.5 5.4 17.1 5.4 56.50 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 1.9 6.9 0.8 7.1 1.8 81.53 2692 2.1 6.7 0.8 6.9 2.0 80.94 2693 2.2 6.7 0.9 6.9 2.0 79.32 2712 2.2 7.1 0.6 7.2 2.1 83.30 2711 2.3 7.4 0.7 7.5 2.2 82.19 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.7 1.9 2692 3.9 2.2 2693 3.9 2.2 2712 4.4 1.9 2711 4.4 1.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 38.2 -57.0 26.9 45.3 -64.1 14.74 2692 34.4 -58.1 27.1 41.8 -65.5 15.18 2693 34.5 -56.0 26.7 41.8 -63.3 15.30 2712 42.0 -55.9 26.7 48.9 -62.7 14.31 2711 42.0 -58.2 27.1 48.8 -65.0 14.22 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 9.6 51.8 -0.4 51.8 9.5 -89.48 2692 9.7 49.4 -0.1 49.4 9.7 -89.80 2693 8.4 49.3 -0.2 49.3 8.4 -89.71 2712 10.3 54.1 -0.6 54.1 10.3 -89.27 2711 9.8 54.3 -0.6 54.3 9.8 -89.23 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.7 -5.3 2692 2.7 -5.2 2693 2.7 -4.8 2712 -1.3 -5.5 2711 -1.3 -5.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 15.5 -56.0 20.1 20.7 -61.3 14.69 2692 17.0 -56.1 20.1 22.2 -61.3 14.42 2693 17.0 -55.9 20.1 22.2 -61.1 14.43 2712 13.9 -55.9 20.1 19.2 -61.3 14.98 2711 13.9 -56.1 20.2 19.2 -61.5 14.96 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.5 18.4 -0.0 18.4 3.5 -89.84 2692 3.1 16.7 -0.0 16.7 3.1 -89.93 2693 3.2 16.9 0.0 16.9 3.2 89.99 2712 4.0 20.0 -0.1 20.0 4.0 -89.76 2711 3.6 19.8 -0.1 19.8 3.6 -89.72 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.4 -3.5


2692 -0.2 -3.4 2693 -0.2 -3.4 2712 -0.7 -3.5 2711 -0.7 -3.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 46.4 -149.0 75.8 72.3 -175.0 18.91 2692 45.6 -149.8 76.0 71.7 -175.9 18.93 2693 45.7 -148.2 75.7 71.7 -174.2 18.99 2712 47.1 -148.2 75.7 73.0 -174.1 18.89 2711 47.1 -149.9 76.0 73.0 -175.8 18.82 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 16.5 80.6 0.7 80.6 16.4 89.38 2692 14.7 77.3 0.7 77.3 14.7 89.33 2693 17.0 78.1 0.9 78.1 17.0 89.16 2712 16.4 83.3 0.4 83.3 16.4 89.63 2711 17.7 83.7 0.5 83.7 17.7 89.55 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.9 -6.6 2692 -4.6 -7.5 2693 -4.6 -7.0 2712 2.8 -5.6 2711 2.8 -6.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.5 -2.2 0.7 0.7 -2.4 13.69 2692 0.6 -2.2 0.7 0.7 -2.4 13.44 2693 0.6 -2.2 0.7 0.7 -2.4 13.40 2712 0.4 -2.2 0.7 0.6 -2.4 13.94 2711 0.4 -2.2 0.7 0.6 -2.4 13.99 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.4 0.0 1.4 0.3 88.00 2692 0.2 1.3 0.0 1.3 0.2 87.84 2693 0.3 1.3 0.0 1.3 0.3 87.20 2712 0.2 1.4 0.0 1.4 0.2 88.80 2711 0.3 1.5 0.0 1.5 0.3 88.43 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -0.2 2692 -0.2 -0.2 2693 -0.2 -0.2 2712 0.2 -0.1 2711 0.2 -0.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 4.4 -32.5 -5.2 5.1 -33.2 -7.81 2692 -0.2 -34.0 -4.9 0.4 -34.7 -8.09 2693 -0.2 -31.0 -5.4 0.8 -32.0 -9.68 2712 9.1 -31.0 -5.4 9.8 -31.7 -7.59 2711 9.0 -34.1 -4.9 9.6 -34.7 -6.39 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.2 -29.5 -3.5 -5.7 -30.0 -8.46 2692 -1.7 -29.7 -3.2 -1.3 -30.1 -6.40 2693 -11.1 -31.4 -3.8 -10.5 -32.1 -10.31 2712 -1.7 -27.2 -3.0 -1.4 -27.5 -6.57 2711 -10.3 -29.6 -3.5 -9.7 -30.3 -9.97 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.9 -2.1 2692 20.0 1.3 2693 20.0 1.1 2712 -18.4 -5.9 2711 -18.4 -4.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -27.6 -56.8 -60.6 20.1 -104.5 -38.24


2692 -31.3 -50.1 -61.7 21.7 -103.2 -40.66 2693 -31.7 -63.4 -59.4 14.0 -109.1 -37.53 2712 -23.9 -63.7 -59.4 18.8 -106.4 -35.74 2711 -23.5 -49.9 -61.8 26.5 -99.8 -38.98 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.6 15.1 -7.4 18.9 0.8 -62.64 2692 21.1 47.1 -6.4 48.6 19.6 -76.83 2693 -0.4 39.0 -8.1 40.6 -2.0 -78.76 2712 6.5 -13.6 -6.2 8.3 -15.4 -15.79 2711 -8.2 -12.1 -7.5 -2.4 -17.9 -37.80 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.7 62.0 2692 43.4 67.8 2693 43.4 69.3 2712 -34.5 55.1 2711 -34.5 55.4 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2727 1 3 E1 (RS) Cent 20.3 14.8 8.4 26.4 8.7 36.01 2693 20.8 13.3 8.6 26.4 7.7 33.17 2694 20.8 16.5 8.2 27.2 10.1 37.62 2713 19.9 16.6 8.2 26.7 9.9 39.20 2712 20.0 13.2 8.6 25.8 7.4 34.32 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.4 10.5 2.3 11.2 2.7 73.29 2693 8.3 22.1 2.3 22.5 7.9 80.77 2694 3.0 19.9 2.9 20.4 2.5 80.55 2713 3.9 3.9 1.6 5.6 2.3 45.51 2712 2.9 3.8 2.1 5.5 1.2 50.90 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.1 24.0 2693 12.6 26.0 2694 12.6 26.4 2713 11.8 21.9 2712 11.8 21.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 42.0 16.4 25.8 58.0 0.4 31.85 2693 43.0 16.4 25.8 58.7 0.6 31.33 2694 43.0 16.6 25.8 58.8 0.8 31.47 2713 41.7 16.6 25.8 57.9 0.4 32.06 2712 41.7 16.4 25.8 57.8 0.3 31.92 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.4 13.9 2.8 14.9 5.5 71.69 2693 7.6 14.0 2.4 14.8 6.8 71.29 2694 6.9 13.5 3.0 14.6 5.7 68.92 2713 7.6 14.7 2.5 15.5 6.8 72.57 2712 7.1 14.4 3.0 15.4 6.1 70.49 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.5 5.0 2693 15.4 5.7 2694 15.4 5.6 2713 14.8 6.2 2712 14.8 5.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 9.8 13.1 5.8 17.4 5.4 52.98 2693 11.3 13.3 5.7 18.2 6.5 49.98 2694 11.3 12.8 5.8 17.9 6.2 48.75 2713 8.6 12.8 5.8 16.9 4.5 54.94 2712 8.6 13.4 5.7 17.2 4.8 56.20 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.0 6.8 0.8 7.0 1.9 80.64 2693 2.2 6.7 0.8 6.8 2.0 80.11


2694 2.2 6.7 1.0 6.9 2.0 78.25 2713 2.3 7.0 0.6 7.1 2.2 82.51 2712 2.4 7.2 0.8 7.3 2.2 81.20 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.7 1.9 2693 4.2 2.3 2694 4.2 2.3 2713 4.7 1.9 2712 4.7 1.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 37.0 -54.1 28.0 44.9 -62.1 15.80 2693 33.0 -55.4 28.3 41.3 -63.7 16.30 2694 33.1 -52.8 27.8 41.3 -61.0 16.44 2713 40.9 -52.8 27.8 48.6 -60.4 15.32 2712 40.8 -55.5 28.3 48.5 -63.2 15.21 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 9.2 51.6 -0.5 51.6 9.1 -89.27 2693 9.6 49.5 -0.3 49.5 9.6 -89.63 2694 7.8 49.2 -0.4 49.2 7.8 -89.48 2713 10.0 53.7 -0.7 53.7 10.0 -89.08 2712 9.2 53.8 -0.8 53.9 9.2 -89.00 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.9 -4.9 2693 3.7 -4.6 2694 3.7 -4.1 2713 -2.0 -5.3 2712 -2.0 -5.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 14.1 -55.3 21.4 20.2 -61.3 15.84 2693 15.7 -55.5 21.5 21.7 -61.5 15.54 2694 15.7 -55.0 21.4 21.7 -60.9 15.57 2713 12.6 -55.0 21.4 18.7 -61.2 16.15 2712 12.5 -55.5 21.5 18.7 -61.7 16.12 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.6 18.6 0.1 18.6 3.6 89.78 2693 3.1 16.9 0.1 16.9 3.1 89.70 2694 3.5 17.2 0.1 17.2 3.5 89.53 2713 4.0 20.2 0.0 20.2 4.0 89.94 2712 3.9 20.0 0.0 20.0 3.9 89.94 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.5 -3.4 2693 -0.7 -3.5 2694 -0.7 -3.4 2713 -0.2 -3.3 2712 -0.2 -3.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 44.3 -145.3 79.5 73.2 -174.2 19.99 2693 43.2 -146.7 79.7 72.2 -175.8 20.02 2694 43.3 -144.0 79.2 72.3 -173.0 20.12 2713 45.5 -143.9 79.2 74.2 -172.7 19.96 2712 45.3 -146.8 79.8 74.1 -175.6 19.85 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 16.8 80.8 0.9 80.8 16.8 89.23 2693 14.9 77.8 0.9 77.8 14.9 89.18 2694 17.6 78.7 1.1 78.7 17.6 88.97 2713 16.4 83.0 0.5 83.0 16.4 89.53 2712 18.1 83.7 0.7 83.7 18.1 89.41 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.0 -5.9 2693 -5.6 -7.1 2694 -5.6 -6.5


2713 3.6 -4.6 2712 3.6 -5.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.5 -2.2 0.8 0.7 -2.4 15.29 2693 0.6 -2.2 0.8 0.8 -2.4 15.05 2694 0.6 -2.2 0.8 0.8 -2.4 15.02 2713 0.4 -2.2 0.8 0.7 -2.4 15.54 2712 0.4 -2.2 0.8 0.7 -2.4 15.57 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.4 0.0 1.4 0.3 87.70 2693 0.2 1.3 0.0 1.3 0.2 87.60 2694 0.3 1.3 0.1 1.3 0.3 86.80 2713 0.2 1.4 0.0 1.4 0.2 88.59 2712 0.3 1.5 0.0 1.5 0.3 88.12 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -0.2 2693 -0.3 -0.2 2694 -0.3 -0.2 2713 0.2 -0.1 2712 0.2 -0.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 1.7 -31.9 -9.6 4.2 -34.4 -14.85 2693 -2.4 -33.2 -9.3 0.2 -35.8 -15.60 2694 -2.3 -30.6 -9.8 0.8 -33.7 -17.34 2713 5.8 -30.6 -9.8 8.2 -33.1 -14.20 2712 5.7 -33.2 -9.3 7.8 -35.3 -12.80 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.7 -29.2 -3.8 -6.0 -29.8 -9.33 2693 -1.8 -29.6 -3.3 -1.4 -30.0 -6.77 2694 -12.1 -31.5 -4.1 -11.3 -32.3 -11.49 2713 -2.0 -26.5 -3.2 -1.5 -26.9 -7.27 2712 -10.8 -29.1 -3.8 -10.0 -29.8 -11.39 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.5 -2.6 2693 21.7 1.4 2694 21.7 1.2 2713 -19.1 -7.2 2712 -19.1 -6.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -17.9 -69.1 -55.7 17.8 -104.8 -32.65 2693 -20.1 -61.1 -57.3 20.2 -101.5 -35.16 2694 -20.8 -77.2 -54.2 12.1 -110.0 -31.25 2713 -15.6 -77.5 -54.1 15.8 -108.9 -30.11 2712 -15.0 -60.8 -57.4 23.9 -99.6 -34.12 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.3 10.3 -7.6 15.2 -1.6 -57.27 2693 20.1 43.1 -6.6 44.8 18.3 -75.03 2694 -1.6 34.4 -8.6 36.3 -3.6 -77.30 2713 5.3 -19.1 -6.3 6.8 -20.7 -13.64 2712 -10.0 -17.1 -7.8 -5.0 -22.1 -32.75 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.2 62.5 2693 43.7 69.4 2694 43.7 71.0 2713 -36.0 54.6 2712 -36.0 54.8 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2741 1 3 E1 (RS) Cent 26.6 7.4 8.8 30.0 4.0 21.31 2707 27.6 7.5 8.8 30.9 4.2 20.67 2708 27.6 7.5 8.8 30.9 4.2 20.66


2727 25.7 7.5 8.8 29.3 4.0 22.05 2726 25.7 7.5 8.8 29.3 4.0 22.06 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.4 5.6 2.9 7.3 0.7 59.60 2707 5.2 6.9 2.7 8.9 3.2 53.92 2708 2.6 5.5 3.0 7.4 0.7 57.70 2727 2.7 10.5 2.8 11.4 1.8 72.40 2726 2.9 10.3 2.8 11.2 2.0 71.49 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 7.5 23.3 2707 13.1 23.7 2708 13.1 23.8 2727 2.6 22.7 2726 2.6 22.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 44.5 18.7 26.1 60.7 2.5 31.82 2707 45.8 18.6 26.1 61.7 2.8 31.22 2708 45.8 18.8 26.1 61.7 2.9 31.30 2727 43.6 18.8 26.1 60.1 2.3 32.27 2726 43.6 18.6 26.1 60.1 2.2 32.19 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.4 13.8 2.7 14.7 5.5 71.64 2707 7.9 14.2 2.6 15.1 7.0 70.54 2708 6.4 14.1 2.8 15.0 5.5 72.07 2727 6.5 13.8 2.7 14.6 5.7 71.83 2726 6.1 13.4 2.6 14.2 5.3 72.01 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 6.2 5.6 2707 12.3 5.9 2708 12.3 5.7 2727 2.5 5.3 2726 2.5 5.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 8.8 11.4 7.9 18.1 2.1 49.66 2707 9.4 11.3 7.9 18.3 2.4 48.45 2708 9.4 11.5 7.9 18.4 2.5 48.77 2727 8.4 11.5 7.9 17.9 1.9 50.58 2726 8.4 11.3 7.9 17.8 1.8 50.26 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.2 7.8 0.6 7.8 2.2 83.75 2707 2.4 7.9 0.6 8.0 2.3 84.12 2708 2.3 7.7 0.6 7.8 2.2 83.67 2727 2.1 7.6 0.6 7.7 2.1 83.73 2726 2.4 7.9 0.6 7.9 2.3 83.65 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.5 1.7 2707 2.7 1.7 2708 2.7 1.7 2727 1.3 1.7 2726 1.3 1.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 43.5 -66.3 20.0 47.0 -69.9 10.01 2707 41.1 -66.5 20.0 44.7 -70.1 10.20 2708 41.1 -66.2 20.0 44.7 -69.8 10.21 2727 45.9 -66.2 20.0 49.3 -69.7 9.82 2726 45.9 -66.5 20.0 49.3 -70.0 9.81 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 11.3 55.4 -0.5 55.4 11.3 -89.35 2707 11.9 55.7 -0.4 55.7 11.9 -89.47 2708 10.7 55.3 -0.4 55.3 10.7 -89.43 2727 10.9 55.0 -0.6 55.0 10.9 -89.26


2726 11.6 55.5 -0.6 55.5 11.6 -89.27 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.0 0.6 2707 2.5 0.5 2708 2.5 0.9 2727 1.4 0.8 2726 1.4 0.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 16.4 -58.1 15.7 19.6 -61.3 11.43 2707 17.0 -57.9 15.7 20.1 -61.1 11.38 2708 17.0 -58.4 15.7 20.1 -61.5 11.34 2727 15.9 -58.4 15.7 19.1 -61.6 11.49 2726 15.9 -57.9 15.7 19.1 -61.1 11.53 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.6 19.3 -0.2 19.3 3.6 -89.25 2707 3.8 19.1 -0.2 19.1 3.7 -89.20 2708 3.4 19.2 -0.2 19.2 3.4 -89.21 2727 3.7 19.6 -0.2 19.6 3.7 -89.36 2726 3.6 19.5 -0.2 19.5 3.6 -89.32 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.3 -0.6 2707 0.8 -0.6 2708 0.8 -0.6 2727 -0.2 -0.7 2726 -0.2 -0.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 49.2 -160.0 60.9 65.6 -176.5 15.10 2707 48.8 -159.7 60.9 65.3 -176.2 15.14 2708 48.8 -160.3 60.9 65.3 -176.8 15.11 2727 49.6 -160.4 60.9 66.0 -176.8 15.07 2726 49.6 -159.7 60.9 66.0 -176.2 15.09 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 16.7 82.6 0.2 82.6 16.7 89.86 2707 16.7 83.4 0.1 83.4 16.7 89.89 2708 17.1 83.5 0.2 83.5 17.1 89.87 2727 16.5 81.6 0.2 81.6 16.5 89.85 2726 16.7 81.9 0.1 81.9 16.7 89.87 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.3 3.0 2707 -1.0 2.7 2708 -1.0 3.1 2727 0.4 3.2 2726 0.4 2.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.3 -2.2 0.4 0.4 -2.3 8.00 2707 0.3 -2.2 0.4 0.4 -2.3 7.93 2708 0.3 -2.3 0.4 0.4 -2.3 7.87 2727 0.3 -2.3 0.4 0.3 -2.3 8.07 2726 0.3 -2.2 0.4 0.3 -2.3 8.13 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.5 0.0 1.5 0.3 89.36 2707 0.3 1.5 0.0 1.5 0.3 89.28 2708 0.3 1.5 0.0 1.5 0.3 89.18 2727 0.3 1.5 0.0 1.5 0.3 89.56 2726 0.3 1.5 0.0 1.5 0.3 89.57 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -0.0 2707 -0.1 -0.0 2708 -0.1 -0.0 2727 0.0 -0.0 2726 0.0 -0.0


LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 25.1 -35.6 11.8 27.3 -37.9 10.60 2707 21.4 -37.1 11.9 23.7 -39.4 11.09 2708 21.4 -34.2 11.7 23.7 -36.6 11.38 2727 28.9 -34.2 11.7 31.0 -36.3 10.14 2726 28.9 -37.1 11.9 31.0 -39.2 9.92 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.8 -30.3 -2.4 -6.5 -30.5 -5.89 2707 -4.5 -31.0 -2.4 -4.2 -31.2 -5.21 2708 -9.3 -31.3 -2.6 -9.0 -31.6 -6.76 2727 -6.1 -28.8 -2.2 -5.8 -29.0 -5.47 2726 -7.3 -30.0 -2.2 -7.1 -30.2 -5.42 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.3 -2.7 2707 11.0 -1.9 2708 11.0 -2.2 2727 -2.5 -3.5 2726 -2.5 -2.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -31.5 -17.3 -51.8 27.9 -76.7 -48.89 2707 -38.1 -15.6 -51.9 26.2 -80.0 -51.11 2708 -38.2 -19.0 -51.6 23.9 -81.1 -50.25 2727 -24.8 -19.1 -51.6 29.8 -73.6 -46.57 2726 -24.7 -15.6 -51.9 32.0 -72.3 -47.52 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.9 -12.4 -10.6 6.8 -18.3 -28.97 2707 15.4 6.9 -9.7 21.8 0.5 -33.17 2708 -6.9 -0.4 -10.8 7.6 -14.9 -53.46 2727 -4.2 -29.6 -10.6 -0.3 -33.4 -19.85 2726 -0.7 -26.6 -10.5 3.0 -30.3 -19.47 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 27.4 57.2 2707 47.8 58.8 2708 47.8 59.0 2727 6.8 55.0 2726 6.8 55.9 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2742 1 3 E1 (RS) Cent 25.5 8.0 9.7 29.8 3.7 23.96 2708 26.3 7.7 9.7 30.5 3.5 23.07 2709 26.3 8.5 9.6 30.6 4.3 23.58 2728 24.6 8.5 9.6 29.1 4.0 25.01 2727 24.6 7.7 9.7 29.1 3.2 24.42 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.2 5.6 3.0 7.3 0.4 59.77 2708 5.0 6.2 2.9 8.5 2.7 51.07 2709 2.8 4.8 3.2 7.2 0.4 53.92 2728 2.8 10.9 2.9 11.8 1.9 72.47 2727 2.7 10.5 2.8 11.4 1.8 71.92 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 8.0 23.3 2708 13.8 23.8 2709 13.8 23.9 2728 2.9 22.6 2727 2.9 22.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 44.7 18.8 26.5 61.2 2.3 31.99 2708 45.8 18.8 26.5 62.0 2.6 31.46 2709 45.8 18.9 26.5 62.1 2.6 31.52 2728 43.9 18.9 26.5 60.7 2.1 32.36 2727 43.9 18.8 26.5 60.6 2.0 32.30


NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.6 14.0 2.8 15.0 5.6 71.30 2708 8.1 14.5 2.6 15.4 7.1 70.24 2709 6.5 14.2 2.9 15.2 5.5 71.51 2728 6.6 14.0 2.8 14.9 5.7 71.59 2727 6.4 13.7 2.7 14.6 5.5 71.65 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 6.5 5.4 2708 12.8 5.8 2709 12.8 5.6 2728 2.4 5.1 2727 2.4 5.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 8.7 11.8 6.7 17.1 3.3 51.35 2708 9.3 11.7 6.7 17.4 3.7 50.04 2709 9.3 11.8 6.7 17.4 3.7 50.24 2728 8.3 11.8 6.7 17.0 3.1 52.30 2727 8.3 11.7 6.7 17.0 3.1 52.09 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.2 7.6 0.6 7.7 2.1 83.82 2708 2.3 7.7 0.6 7.8 2.2 84.26 2709 2.2 7.6 0.6 7.7 2.2 83.60 2728 2.1 7.5 0.6 7.5 2.0 83.79 2727 2.3 7.7 0.6 7.8 2.2 83.79 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.5 1.7 2708 2.6 1.7 2709 2.6 1.7 2728 1.4 1.7 2727 1.4 1.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 44.1 -65.4 21.7 48.2 -69.5 10.83 2708 41.7 -65.7 21.8 46.0 -69.9 11.04 2709 41.7 -65.1 21.7 46.0 -69.3 11.06 2728 46.5 -65.1 21.7 50.6 -69.1 10.63 2727 46.5 -65.7 21.8 50.6 -69.7 10.61 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 11.0 55.0 -0.5 55.0 11.0 -89.35 2708 11.6 55.5 -0.4 55.5 11.6 -89.47 2709 10.4 55.0 -0.5 55.0 10.4 -89.42 2728 10.5 54.5 -0.6 54.5 10.5 -89.26 2727 11.3 55.1 -0.6 55.1 11.3 -89.27 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.1 1.0 2708 2.6 0.9 2709 2.6 1.3 2728 1.6 1.2 2727 1.6 0.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 15.7 -58.4 17.1 19.4 -62.2 12.39 2708 16.3 -58.2 17.1 20.1 -61.9 12.31 2709 16.3 -58.6 17.1 20.1 -62.3 12.28 2728 15.0 -58.6 17.1 18.8 -62.4 12.48 2727 15.0 -58.2 17.1 18.8 -62.0 12.51 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.7 19.4 -0.2 19.4 3.7 -89.43 2708 3.8 19.2 -0.2 19.2 3.7 -89.38 2709 3.5 19.3 -0.2 19.3 3.5 -89.39 2728 3.8 19.7 -0.1 19.7 3.8 -89.54 2727 3.7 19.6 -0.1 19.6 3.7 -89.48


NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.1 -0.6 2708 0.5 -0.6 2709 0.5 -0.5 2728 -0.3 -0.6 2727 -0.3 -0.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 48.8 -159.8 64.6 67.2 -178.2 15.88 2708 48.5 -159.6 64.6 66.9 -178.0 15.91 2709 48.5 -160.1 64.6 66.8 -178.5 15.89 2728 49.1 -160.1 64.6 67.5 -178.4 15.85 2727 49.1 -159.6 64.5 67.5 -177.9 15.87 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 16.8 82.5 0.3 82.5 16.8 89.77 2708 16.6 83.4 0.2 83.4 16.6 89.81 2709 17.3 83.6 0.3 83.6 17.3 89.78 2728 16.5 81.4 0.3 81.4 16.5 89.77 2727 16.8 81.7 0.2 81.7 16.8 89.78 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.5 3.4 2708 -1.6 3.1 2709 -1.6 3.5 2728 0.5 3.8 2727 0.5 3.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.3 -2.3 0.4 0.4 -2.3 9.01 2708 0.4 -2.2 0.4 0.4 -2.3 8.92 2709 0.4 -2.3 0.4 0.4 -2.4 8.87 2728 0.3 -2.3 0.4 0.3 -2.4 9.11 2727 0.3 -2.2 0.4 0.3 -2.3 9.17 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.5 0.0 1.5 0.3 89.19 2708 0.3 1.5 0.0 1.5 0.3 89.13 2709 0.3 1.5 0.0 1.5 0.3 88.99 2728 0.3 1.5 0.0 1.5 0.3 89.40 2727 0.3 1.5 0.0 1.5 0.3 89.41 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -0.0 2708 -0.1 -0.0 2709 -0.1 -0.0 2728 0.0 0.0 2727 0.0 -0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 22.8 -33.4 9.8 24.5 -35.1 9.62 2708 18.9 -35.0 10.0 20.7 -36.8 10.16 2709 19.0 -31.8 9.6 20.8 -33.6 10.39 2728 26.7 -31.7 9.6 28.3 -33.3 9.12 2727 26.7 -35.1 10.0 28.2 -36.7 8.97 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.5 -29.4 -2.6 -6.2 -29.7 -6.47 2708 -4.0 -30.3 -2.6 -3.7 -30.5 -5.54 2709 -9.3 -30.7 -2.8 -8.9 -31.1 -7.44 2728 -5.7 -27.8 -2.4 -5.5 -28.0 -6.12 2727 -7.0 -29.0 -2.4 -6.7 -29.3 -6.07 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.9 -3.1 2708 12.0 -2.1 2709 12.0 -2.5 2728 -2.3 -4.2 2727 -2.3 -3.5


LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -31.7 -23.9 -59.8 32.1 -87.7 -46.88 2708 -37.4 -21.1 -60.1 31.4 -89.9 -48.85 2709 -37.5 -26.6 -59.5 27.7 -91.8 -47.61 2728 -26.0 -26.7 -59.5 33.2 -85.9 -44.83 2727 -25.9 -21.1 -60.1 36.7 -83.7 -46.16 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.2 -15.4 -11.1 5.6 -21.3 -27.83 2708 14.9 4.0 -10.1 21.0 -2.1 -30.77 2709 -8.7 -3.8 -11.4 5.4 -17.9 -51.11 2728 -5.7 -32.6 -11.0 -1.8 -36.6 -19.61 2727 -1.3 -29.1 -10.8 2.4 -32.9 -18.97 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 29.7 57.2 2708 50.6 59.3 2709 50.6 59.7 2728 8.6 54.6 2727 8.6 55.2 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2743 1 3 E1 (RS) Cent 24.2 9.6 10.5 29.7 4.0 27.67 2709 24.9 8.8 10.6 30.2 3.5 26.41 2710 24.9 10.6 10.4 30.4 5.1 27.73 2729 23.5 10.6 10.4 29.3 4.8 29.17 2728 23.5 8.7 10.7 29.0 3.2 27.68 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.1 5.7 3.2 7.6 0.3 60.04 2709 4.8 5.5 3.0 8.2 2.2 48.25 2710 3.1 4.2 3.4 7.1 0.2 49.79 2729 3.0 11.5 3.0 12.4 2.1 72.33 2728 2.6 10.8 2.9 11.8 1.7 72.22 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 8.5 23.3 2709 14.5 24.0 2710 14.5 24.2 2729 3.2 22.5 2728 3.2 22.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 44.5 18.8 26.8 61.3 1.9 32.19 2709 45.5 18.8 26.8 62.0 2.2 31.75 2710 45.5 18.9 26.8 62.1 2.3 31.79 2729 43.8 18.9 26.8 60.9 1.8 32.50 2728 43.8 18.8 26.8 60.9 1.7 32.45 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.7 14.2 2.9 15.2 5.7 70.94 2709 8.2 14.6 2.7 15.6 7.3 69.95 2710 6.6 14.3 3.0 15.4 5.6 70.90 2729 6.7 14.2 2.9 15.2 5.7 71.30 2728 6.6 14.0 2.8 14.9 5.6 71.24 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 6.7 5.2 2709 13.2 5.7 2710 13.2 5.5 2729 2.3 4.9 2728 2.3 5.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 8.6 12.1 5.9 16.5 4.2 53.16 2709 9.2 12.1 5.9 16.8 4.6 51.84 2710 9.2 12.1 5.9 16.7 4.6 51.89 2729 8.3 12.1 5.9 16.4 4.0 54.06 2728 8.3 12.1 5.9 16.4 3.9 54.01 NODE Mxx Myy Mxy Mmax Mmin ANGLE


---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.1 7.4 0.6 7.5 2.1 83.62 2709 2.2 7.6 0.6 7.7 2.1 84.11 2710 2.2 7.5 0.6 7.5 2.1 83.21 2729 2.0 7.3 0.6 7.4 2.0 83.59 2728 2.3 7.5 0.6 7.6 2.2 83.68 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.5 1.7 2709 2.7 1.8 2710 2.7 1.7 2729 1.4 1.7 2728 1.4 1.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 44.4 -64.0 23.6 49.4 -68.9 11.76 2709 42.0 -64.4 23.7 47.1 -69.4 11.98 2710 42.0 -63.6 23.6 47.1 -68.6 12.01 2729 46.9 -63.6 23.6 51.7 -68.4 11.55 2728 46.9 -64.4 23.7 51.7 -69.3 11.52 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 10.6 54.6 -0.5 54.6 10.6 -89.32 2709 11.3 55.2 -0.4 55.2 11.3 -89.45 2710 9.9 54.8 -0.5 54.8 9.9 -89.37 2729 10.1 54.0 -0.6 54.0 10.0 -89.22 2728 10.9 54.6 -0.6 54.6 10.9 -89.25 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.4 1.5 2709 2.9 1.3 2710 2.9 1.8 2729 1.8 1.6 2728 1.8 1.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 14.8 -58.5 18.6 19.2 -63.0 13.43 2709 15.5 -58.4 18.5 19.9 -62.8 13.32 2710 15.5 -58.7 18.6 19.9 -63.1 13.30 2729 14.0 -58.7 18.6 18.4 -63.2 13.54 2728 14.0 -58.4 18.5 18.4 -62.8 13.57 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.8 19.6 -0.1 19.6 3.8 -89.67 2709 3.8 19.4 -0.1 19.4 3.8 -89.60 2710 3.7 19.5 -0.1 19.5 3.7 -89.64 2729 3.9 19.8 -0.1 19.8 3.9 -89.78 2728 3.8 19.7 -0.1 19.7 3.8 -89.70 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.1 -0.6 2709 0.1 -0.6 2710 0.1 -0.5 2729 -0.4 -0.6 2728 -0.4 -0.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 48.2 -159.2 68.5 68.8 -179.8 16.72 2709 47.9 -159.1 68.5 68.5 -179.7 16.75 2710 47.9 -159.4 68.5 68.5 -180.0 16.73 2729 48.5 -159.4 68.5 69.1 -180.0 16.69 2728 48.5 -159.1 68.5 69.1 -179.6 16.71 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 16.8 82.4 0.4 82.4 16.8 89.68 2709 16.6 83.5 0.3 83.5 16.6 89.73 2710 17.6 83.6 0.4 83.6 17.6 89.69 2729 16.5 81.0 0.4 81.0 16.4 89.68 2728 16.8 81.5 0.4 81.5 16.8 89.69 NODE Vxx Vyy ---- ------ ---------- ----------


Cent -0.8 3.9 2709 -2.2 3.5 2710 -2.2 4.0 2729 0.6 4.4 2728 0.6 3.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.3 -2.3 0.5 0.4 -2.4 10.16 2709 0.4 -2.3 0.5 0.5 -2.4 10.04 2710 0.4 -2.3 0.5 0.5 -2.4 9.99 2729 0.3 -2.3 0.5 0.4 -2.4 10.28 2728 0.3 -2.3 0.5 0.4 -2.4 10.34 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.5 0.0 1.5 0.3 89.00 2709 0.3 1.5 0.0 1.5 0.3 88.97 2710 0.3 1.5 0.0 1.5 0.3 88.77 2729 0.3 1.5 0.0 1.5 0.3 89.22 2728 0.3 1.5 0.0 1.5 0.3 89.22 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 0.0 2709 -0.1 -0.0 2710 -0.1 -0.0 2729 0.0 0.0 2728 0.0 0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 20.2 -31.0 7.4 21.2 -32.0 8.03 2709 16.3 -32.8 7.6 17.4 -34.0 8.61 2710 16.3 -29.2 7.1 17.4 -30.3 8.69 2729 24.1 -29.1 7.1 25.0 -30.1 7.48 2728 24.0 -32.9 7.6 25.0 -33.9 7.49 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.3 -28.6 -2.8 -6.0 -29.0 -7.10 2709 -3.6 -29.6 -2.7 -3.3 -29.9 -5.87 2710 -9.4 -30.2 -3.0 -9.0 -30.6 -8.18 2729 -5.6 -26.7 -2.6 -5.2 -27.1 -6.85 2728 -6.7 -28.0 -2.6 -6.4 -28.3 -6.78 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 5.6 -3.5 2709 13.1 -2.3 2710 13.1 -2.7 2729 -2.1 -4.9 2728 -2.1 -4.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -30.2 -32.9 -66.6 35.1 -98.2 -44.42 2709 -34.7 -28.7 -67.2 35.6 -99.0 -46.28 2710 -34.9 -37.2 -66.1 30.1 -102.1 -44.50 2729 -25.7 -37.3 -66.1 34.8 -97.8 -42.48 2728 -25.5 -28.6 -67.2 40.2 -94.3 -44.35 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -1.7 -18.8 -11.7 4.2 -24.7 -26.92 2709 14.1 0.7 -10.6 19.9 -5.1 -28.80 2710 -10.9 -7.6 -12.2 3.0 -21.6 -48.90 2729 -7.6 -36.1 -11.6 -3.5 -40.2 -19.51 2728 -2.5 -32.1 -11.3 1.4 -35.9 -18.65 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 32.0 57.4 2709 53.6 60.0 2710 53.6 60.5 2729 10.2 54.2 2728 10.2 54.8 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ----------


2744 1 3 E1 (RS) Cent 22.7 12.2 11.1 29.8 5.1 32.38 2710 23.4 10.9 11.3 30.1 4.2 30.60 2711 23.4 13.6 11.0 30.5 6.5 33.04 2730 22.1 13.7 11.0 29.7 6.2 34.46 2729 22.1 10.9 11.3 29.2 3.8 31.78 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.2 6.2 3.3 8.1 0.3 60.38 2710 4.7 4.8 3.2 7.9 1.6 45.46 2711 3.5 3.8 3.7 7.4 -0.1 46.28 2730 3.4 12.2 3.2 13.2 2.4 72.08 2729 2.7 11.4 3.1 12.4 1.7 72.34 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 9.0 23.4 2710 15.3 24.3 2711 15.3 24.4 2730 3.4 22.4 2729 3.4 22.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 43.9 18.6 26.9 61.0 1.5 32.44 2710 44.7 18.6 26.9 61.6 1.8 32.07 2711 44.7 18.7 26.9 61.6 1.8 32.11 2730 43.4 18.7 26.9 60.7 1.4 32.66 2729 43.4 18.6 26.9 60.7 1.4 32.62 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.8 14.3 3.0 15.4 5.7 70.54 2710 8.3 14.7 2.7 15.7 7.3 69.70 2711 6.7 14.4 3.1 15.5 5.6 70.21 2730 6.7 14.3 3.0 15.3 5.7 70.96 2729 6.8 14.2 2.9 15.2 5.7 70.77 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 7.0 5.1 2710 13.7 5.6 2711 13.7 5.4 2730 2.4 4.8 2729 2.4 4.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 8.5 12.4 5.5 16.3 4.6 54.57 2710 9.1 12.4 5.6 16.5 4.9 53.40 2711 9.1 12.3 5.5 16.5 4.9 53.23 2730 8.2 12.3 5.5 16.2 4.3 55.28 2729 8.2 12.4 5.6 16.2 4.4 55.46 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.1 7.3 0.6 7.4 2.0 83.13 2710 2.2 7.5 0.6 7.5 2.1 83.70 2711 2.2 7.3 0.7 7.4 2.1 82.52 2730 2.0 7.1 0.6 7.2 2.0 83.13 2729 2.2 7.3 0.6 7.4 2.1 83.30 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.5 1.8 2710 2.8 1.8 2711 2.8 1.8 2730 1.5 1.8 2729 1.5 1.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 44.5 -62.2 25.6 50.4 -68.0 12.83 2710 42.0 -62.8 25.7 47.9 -68.8 13.08 2711 42.0 -61.6 25.5 47.9 -67.5 13.13 2730 47.1 -61.5 25.5 52.8 -67.2 12.59 2729 47.1 -62.8 25.7 52.8 -68.6 12.55 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 10.1 54.2 -0.6 54.2 10.1 -89.23


2710 11.0 54.9 -0.5 54.9 11.0 -89.37 2711 9.4 54.4 -0.6 54.4 9.4 -89.25 2730 9.5 53.4 -0.7 53.4 9.5 -89.14 2729 10.5 54.1 -0.6 54.1 10.5 -89.19 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.7 2.0 2710 3.3 1.8 2711 3.3 2.3 2730 2.0 2.1 2729 2.0 1.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 13.7 -58.5 20.1 19.0 -63.7 14.57 2710 14.6 -58.4 20.1 19.7 -63.5 14.43 2711 14.6 -58.5 20.1 19.7 -63.7 14.42 2730 12.9 -58.5 20.1 18.2 -63.8 14.71 2729 12.9 -58.4 20.1 18.2 -63.6 14.72 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.9 19.7 -0.0 19.7 3.9 -89.98 2710 3.8 19.5 -0.0 19.5 3.8 -89.87 2711 4.0 19.6 -0.0 19.6 4.0 -89.96 2730 4.1 19.9 0.0 19.9 4.1 89.91 2729 3.9 19.8 -0.0 19.8 3.9 -89.99 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.4 -0.5 2710 -0.3 -0.6 2711 -0.3 -0.5 2730 -0.5 -0.5 2729 -0.5 -0.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 47.5 -158.0 72.7 70.6 -181.1 17.64 2710 47.0 -158.1 72.7 70.2 -181.2 17.67 2711 47.0 -157.9 72.7 70.2 -181.1 17.68 2730 47.9 -157.9 72.7 71.0 -181.0 17.61 2729 47.9 -158.1 72.7 71.0 -181.2 17.61 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 16.9 82.2 0.5 82.2 16.9 89.59 2710 16.6 83.5 0.4 83.5 16.6 89.66 2711 17.9 83.6 0.5 83.6 17.8 89.60 2730 16.5 80.6 0.5 80.6 16.5 89.59 2729 16.9 81.1 0.5 81.1 16.9 89.60 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.0 4.5 2710 -2.8 3.9 2711 -2.8 4.5 2730 0.7 5.1 2729 0.7 4.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.3 -2.3 0.6 0.5 -2.5 11.46 2710 0.4 -2.3 0.6 0.5 -2.4 11.32 2711 0.4 -2.4 0.6 0.5 -2.5 11.28 2730 0.3 -2.4 0.6 0.4 -2.5 11.60 2729 0.3 -2.3 0.6 0.4 -2.4 11.66 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.5 0.0 1.5 0.3 88.78 2710 0.3 1.5 0.0 1.5 0.3 88.80 2711 0.3 1.5 0.0 1.5 0.3 88.53 2730 0.3 1.4 0.0 1.4 0.3 89.02 2729 0.3 1.5 0.0 1.5 0.3 89.02 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 0.0 2710 -0.1 -0.0


2711 -0.1 0.0 2730 0.0 0.0 2729 0.0 0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 17.2 -28.6 4.4 17.6 -29.0 5.42 2710 13.4 -30.5 4.7 13.9 -31.0 6.03 2711 13.5 -26.7 4.1 13.9 -27.1 5.75 2730 21.1 -26.6 4.1 21.4 -27.0 4.84 2729 21.0 -30.6 4.7 21.4 -31.0 5.16 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.3 -27.8 -3.0 -5.9 -28.2 -7.81 2710 -3.3 -29.0 -2.8 -3.0 -29.3 -6.24 2711 -9.7 -29.6 -3.3 -9.2 -30.1 -9.05 2730 -5.5 -25.7 -2.8 -5.1 -26.1 -7.68 2729 -6.5 -27.0 -2.8 -6.2 -27.4 -7.58 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 6.3 -4.0 2710 14.4 -2.5 2711 14.4 -2.9 2730 -1.8 -5.6 2729 -1.8 -4.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -26.7 -44.8 -71.4 36.2 -107.7 -41.41 2710 -30.2 -38.9 -72.3 37.9 -107.0 -43.29 2711 -30.5 -50.6 -70.5 30.6 -111.8 -40.94 2730 -23.2 -50.8 -70.4 34.8 -108.8 -39.46 2729 -22.9 -38.7 -72.4 42.0 -103.6 -41.89 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -3.5 -22.6 -12.4 2.6 -28.7 -26.10 2710 13.2 -2.9 -11.1 18.8 -8.6 -27.05 2711 -13.4 -11.9 -13.0 0.4 -25.7 -46.62 2730 -9.7 -40.1 -12.3 -5.3 -44.5 -19.43 2729 -3.9 -35.6 -11.9 0.1 -39.5 -18.45 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 34.1 57.8 2710 56.6 61.0 2711 56.6 61.6 2730 11.4 54.0 2729 11.4 54.4 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2745 1 3 E1 (RS) Cent 21.2 15.8 11.3 30.1 6.9 38.23 2711 21.7 13.9 11.6 30.0 5.6 35.70 2712 21.7 17.7 11.0 30.9 8.6 39.85 2731 20.8 17.8 11.0 30.4 8.2 41.14 2730 20.8 13.8 11.6 29.4 5.2 36.71 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.3 6.8 3.6 8.8 0.4 60.96 2711 4.7 4.2 3.4 7.8 1.1 42.81 2712 3.9 3.8 4.0 7.9 -0.2 44.48 2731 3.8 13.1 3.4 14.3 2.7 71.90 2730 2.8 12.1 3.3 13.1 1.8 72.34 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 9.5 23.5 2711 16.0 24.6 2712 16.0 24.8 2731 3.5 22.3 2730 3.5 22.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 42.9 18.3 26.9 60.2 1.0 32.73 2711 43.6 18.3 26.9 60.7 1.2 32.45


2712 43.5 18.4 26.9 60.7 1.2 32.49 2731 42.7 18.4 26.9 60.1 1.0 32.87 2730 42.7 18.3 26.9 60.0 1.0 32.83 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.9 14.3 3.1 15.5 5.7 70.10 2711 8.3 14.7 2.8 15.8 7.3 69.47 2712 6.9 14.3 3.3 15.5 5.7 69.41 2731 6.7 14.3 3.1 15.4 5.6 70.57 2730 6.9 14.3 3.0 15.4 5.8 70.25 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 7.2 5.0 2711 14.1 5.5 2712 14.1 5.4 2731 2.4 4.8 2730 2.4 4.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 8.4 12.5 5.7 16.5 4.4 55.10 2711 8.9 12.6 5.7 16.7 4.8 54.23 2712 8.9 12.5 5.7 16.6 4.7 53.81 2731 8.1 12.5 5.7 16.4 4.2 55.53 2730 8.1 12.6 5.7 16.5 4.3 55.97 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.1 7.1 0.7 7.2 2.0 82.41 2711 2.2 7.3 0.6 7.4 2.1 83.09 2712 2.3 7.2 0.7 7.3 2.2 81.60 2731 2.1 7.0 0.7 7.0 2.0 82.43 2730 2.2 7.2 0.6 7.2 2.1 82.69 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.6 1.8 2711 3.0 1.9 2712 3.0 1.9 2731 1.5 1.8 2730 1.5 1.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 44.1 -59.9 27.7 51.1 -66.8 14.03 2711 41.4 -60.6 27.9 48.6 -67.8 14.32 2712 41.5 -59.1 27.6 48.6 -66.1 14.37 2731 46.9 -59.0 27.6 53.6 -65.8 13.75 2730 46.8 -60.7 27.9 53.6 -67.5 13.70 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 9.5 53.8 -0.7 53.8 9.5 -89.08 2711 10.6 54.6 -0.6 54.6 10.6 -89.23 2712 8.7 54.1 -0.7 54.1 8.7 -89.07 2731 8.9 52.9 -0.8 52.9 8.9 -89.00 2730 10.0 53.5 -0.7 53.5 10.0 -89.06 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.2 2.5 2711 4.1 2.4 2712 4.1 2.9 2731 2.3 2.6 2730 2.3 2.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 12.5 -58.1 21.7 18.7 -64.2 15.78 2711 13.4 -58.1 21.7 19.5 -64.2 15.61 2712 13.4 -58.1 21.7 19.5 -64.1 15.62 2731 11.6 -58.1 21.7 17.8 -64.3 15.94 2730 11.6 -58.1 21.7 17.8 -64.3 15.94 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.1 19.9 0.1 19.9 4.1 89.64 2711 3.9 19.6 0.1 19.6 3.9 89.80 2712 4.3 19.8 0.1 19.8 4.3 89.64


2731 4.3 20.1 0.1 20.1 4.3 89.52 2730 4.0 19.9 0.1 19.9 4.0 89.65 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.7 -0.5 2711 -0.9 -0.6 2712 -0.9 -0.5 2731 -0.6 -0.4 2730 -0.6 -0.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 46.4 -155.9 77.1 72.4 -181.9 18.65 2711 45.7 -156.3 77.1 71.8 -182.4 18.68 2712 45.8 -155.5 77.0 71.8 -181.6 18.71 2731 47.0 -155.5 77.0 73.0 -181.5 18.62 2730 47.0 -156.3 77.1 73.0 -182.3 18.60 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 17.1 82.0 0.6 82.0 17.1 89.51 2711 16.7 83.4 0.5 83.4 16.7 89.59 2712 18.2 83.6 0.5 83.6 18.2 89.52 2731 16.5 80.1 0.5 80.1 16.5 89.52 2730 17.0 80.7 0.5 80.7 17.0 89.51 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.2 5.1 2711 -3.4 4.4 2712 -3.4 5.1 2731 0.9 5.9 2730 0.9 5.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.4 -2.4 0.7 0.5 -2.5 12.90 2711 0.4 -2.3 0.7 0.6 -2.5 12.75 2712 0.4 -2.4 0.7 0.6 -2.5 12.71 2731 0.3 -2.4 0.7 0.5 -2.5 13.06 2730 0.3 -2.3 0.7 0.5 -2.5 13.11 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.4 0.0 1.4 0.3 88.54 2711 0.3 1.5 0.0 1.5 0.3 88.61 2712 0.3 1.5 0.0 1.5 0.3 88.26 2731 0.3 1.4 0.0 1.4 0.3 88.78 2730 0.3 1.4 0.0 1.4 0.3 88.78 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.1 0.0 2711 -0.2 0.0 2712 -0.2 0.0 2731 0.0 0.0 2730 0.0 0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 14.0 -26.4 0.9 14.0 -26.4 1.25 2711 10.3 -28.3 1.2 10.3 -28.4 1.83 2712 10.4 -24.5 0.5 10.4 -24.5 0.87 2731 17.8 -24.4 0.5 17.8 -24.4 0.70 2730 17.7 -28.4 1.2 17.7 -28.4 1.54 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.5 -27.1 -3.2 -6.0 -27.5 -8.66 2711 -3.3 -28.4 -3.0 -2.9 -28.7 -6.66 2712 -10.3 -29.1 -3.5 -9.7 -29.8 -10.13 2731 -5.7 -24.7 -3.0 -5.3 -25.1 -8.71 2730 -6.6 -26.0 -3.0 -6.1 -26.4 -8.53 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 7.2 -4.4 2711 15.8 -2.6 2712 15.8 -3.0 2731 -1.4 -6.4


2730 -1.4 -5.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -21.7 -59.7 -73.4 35.2 -116.5 -37.75 2711 -24.0 -51.7 -74.9 38.3 -114.0 -39.75 2712 -24.5 -67.6 -72.0 29.1 -121.2 -36.67 2731 -19.4 -67.8 -71.9 32.3 -119.5 -35.70 2730 -18.9 -51.5 -74.9 41.5 -111.9 -38.86 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -5.2 -27.0 -13.2 1.0 -33.2 -25.21 2711 12.2 -6.9 -11.7 17.8 -12.5 -25.35 2712 -15.7 -16.7 -14.0 -2.1 -30.2 -44.05 2731 -11.7 -44.7 -13.2 -7.1 -49.3 -19.29 2730 -5.4 -39.5 -12.6 -1.3 -43.7 -18.28 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 36.0 58.2 2711 59.5 62.1 2712 59.5 62.9 2731 12.3 53.7 2730 12.3 54.1 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 2746 1 3 E1 (RS) Cent 19.7 20.1 10.8 30.7 9.1 45.44 2712 20.1 17.7 11.2 30.2 7.7 41.94 2713 20.1 22.5 10.4 31.8 10.8 48.23 2732 19.4 22.6 10.4 31.5 10.5 49.31 2731 19.4 17.6 11.2 29.8 7.3 42.76 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.5 7.8 3.9 9.8 0.5 61.98 2712 4.8 3.8 3.6 7.9 0.7 40.64 2713 4.2 4.2 4.4 8.6 -0.2 45.02 2732 4.1 14.3 3.7 15.5 2.9 71.96 2731 3.0 13.0 3.5 14.1 1.9 72.38 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 9.8 23.6 2712 16.8 24.9 2713 16.8 25.1 2732 3.4 22.1 2731 3.4 22.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 41.6 17.9 26.8 59.0 0.5 33.08 2712 42.0 17.9 26.8 59.3 0.6 32.89 2713 42.0 18.0 26.8 59.3 0.7 32.95 2732 41.5 18.0 26.8 59.0 0.6 33.15 2731 41.6 18.0 26.8 59.0 0.5 33.10 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.9 14.3 3.2 15.5 5.7 69.60 2712 8.3 14.7 2.8 15.8 7.2 69.26 2713 7.1 14.3 3.4 15.6 5.7 68.42 2732 6.7 14.3 3.2 15.5 5.6 70.12 2731 7.1 14.3 3.1 15.5 5.9 69.66 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 7.5 4.9 2712 14.5 5.5 2713 14.5 5.3 2732 2.6 4.8 2731 2.6 4.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 8.2 12.6 6.2 16.9 3.8 54.81 2712 8.6 12.7 6.2 17.1 4.2 54.29 2713 8.6 12.4 6.2 17.0 4.0 53.63 2732 8.0 12.4 6.2 16.8 3.6 54.91


2731 8.0 12.7 6.2 16.9 3.7 55.61 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.2 7.0 0.7 7.1 2.0 81.52 2712 2.2 7.2 0.7 7.3 2.1 82.34 2713 2.3 7.1 0.8 7.2 2.2 80.51 2732 2.1 6.8 0.7 6.9 2.0 81.54 2731 2.2 7.0 0.7 7.1 2.1 81.89 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.6 1.8 2712 3.2 1.9 2713 3.2 1.9 2732 1.5 1.8 2731 1.5 1.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 43.3 -57.0 29.8 51.5 -65.2 15.39 2712 40.3 -58.0 30.1 48.8 -66.5 15.72 2713 40.4 -55.9 29.6 48.8 -64.3 15.80 2732 46.2 -55.9 29.6 54.2 -63.9 15.06 2731 46.1 -58.0 30.1 54.2 -66.1 15.00 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 8.9 53.3 -0.9 53.3 8.9 -88.85 2712 10.2 54.3 -0.8 54.3 10.2 -89.02 2713 7.9 53.6 -1.0 53.7 7.8 -88.80 2732 8.2 52.3 -0.9 52.3 8.1 -88.78 2731 9.4 52.9 -0.9 52.9 9.3 -88.86 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.8 3.1 2712 5.1 3.1 2713 5.1 3.6 2732 2.5 3.0 2731 2.5 2.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 11.2 -57.4 23.2 18.3 -64.5 17.07 2712 12.1 -57.5 23.3 19.2 -64.6 16.88 2713 12.1 -57.2 23.2 19.2 -64.2 16.91 2732 10.3 -57.2 23.2 17.5 -64.4 17.26 2731 10.3 -57.5 23.3 17.5 -64.8 17.23 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.3 20.0 0.2 20.0 4.3 89.18 2712 3.9 19.8 0.2 19.8 3.9 89.43 2713 4.6 20.1 0.2 20.1 4.6 89.14 2732 4.5 20.2 0.3 20.2 4.5 89.04 2731 4.2 20.1 0.2 20.1 4.2 89.21 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.0 -0.5 2712 -1.4 -0.6 2713 -1.4 -0.5 2732 -0.6 -0.3 2731 -0.6 -0.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 44.9 -152.6 81.6 74.2 -181.9 19.78 2712 43.9 -153.5 81.8 73.4 -183.0 19.82 2713 44.0 -151.7 81.4 73.4 -181.1 19.88 2732 45.9 -151.7 81.4 75.1 -180.9 19.74 2731 45.8 -153.6 81.8 75.1 -182.8 19.68 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 17.3 81.6 0.6 81.6 17.3 89.44 2712 16.9 83.4 0.5 83.4 16.9 89.54 2713 18.6 83.5 0.6 83.5 18.6 89.46 2732 16.6 79.4 0.6 79.4 16.6 89.47 2731 17.2 80.2 0.6 80.2 17.2 89.44


NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.4 5.9 2712 -3.8 5.0 2713 -3.8 5.7 2732 1.1 6.8 2731 1.1 5.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.4 -2.4 0.8 0.6 -2.6 14.51 2712 0.4 -2.3 0.8 0.6 -2.5 14.35 2713 0.4 -2.4 0.8 0.6 -2.6 14.31 2732 0.3 -2.4 0.8 0.5 -2.6 14.66 2731 0.3 -2.3 0.8 0.5 -2.5 14.71 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.3 1.4 0.0 1.4 0.3 88.26 2712 0.3 1.4 0.0 1.4 0.3 88.41 2713 0.4 1.4 0.0 1.4 0.4 87.94 2732 0.3 1.4 0.0 1.4 0.3 88.50 2731 0.3 1.4 0.0 1.4 0.3 88.50 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.1 0.0 2712 -0.2 0.0 2713 -0.2 0.0 2732 0.0 0.1 2731 0.0 0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 10.6 -24.8 -3.1 10.9 -25.1 -5.03 2712 7.1 -26.6 -2.8 7.3 -26.8 -4.71 2713 7.2 -23.1 -3.5 7.6 -23.5 -6.50 2732 14.2 -23.1 -3.5 14.5 -23.4 -5.34 2731 14.0 -26.6 -2.8 14.2 -26.8 -3.90 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.9 -26.3 -3.4 -6.3 -26.9 -9.75 2712 -3.4 -27.8 -3.1 -3.1 -28.2 -7.18 2713 -11.2 -28.7 -3.7 -10.4 -29.4 -11.55 2732 -6.1 -23.6 -3.2 -5.6 -24.2 -10.05 2731 -6.8 -25.0 -3.2 -6.3 -25.5 -9.74 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 8.3 -4.8 2712 17.4 -2.7 2713 17.4 -3.2 2732 -1.0 -7.2 2731 -1.0 -6.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -15.1 -77.3 -71.7 31.9 -124.4 -33.27 2712 -16.5 -67.5 -73.7 36.0 -120.0 -35.45 2713 -17.3 -87.2 -69.7 25.7 -130.2 -31.69 2732 -13.8 -87.5 -69.6 28.2 -129.4 -31.05 2731 -12.9 -67.2 -73.8 38.6 -118.7 -34.89 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.6 -31.8 -14.1 -0.3 -38.1 -24.10 2712 11.6 -11.4 -12.4 17.0 -16.8 -23.53 2713 -17.6 -21.9 -15.1 -4.5 -35.1 -40.95 2732 -13.3 -49.8 -14.2 -8.5 -54.7 -18.95 2731 -6.9 -44.0 -13.5 -2.5 -48.4 -18.01 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 37.5 58.7 2712 62.1 63.4 2713 62.1 64.2 2732 12.6 53.4 2731 12.6 53.8


ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3818 1 4 E1 (RS) Cent 100.5 21.6 133.7 200.4 -78.4 36.78 3825 113.6 9.0 135.2 206.3 -83.7 34.43 3824 113.2 34.5 132.2 211.8 -64.1 36.71 3929 87.7 34.6 132.2 196.0 -73.7 39.32 3932 88.0 8.9 135.2 189.4 -92.4 36.85 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.4 4.9 5.0 10.7 0.6 40.87 3825 10.9 5.4 5.2 14.0 2.3 31.08 3824 3.1 5.0 4.1 8.3 -0.2 51.68 3929 8.9 5.7 4.2 11.8 2.8 34.84 3932 4.9 3.7 4.5 8.9 -0.3 41.27 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.7 2.0 3825 12.8 2.4 3824 12.8 1.9 3929 5.5 2.6 3932 5.5 2.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 77.8 7.0 16.9 81.6 3.2 12.75 3825 93.3 7.1 16.9 96.5 3.9 10.69 3824 93.2 8.7 16.9 96.4 5.5 10.92 3929 65.1 8.8 16.9 69.7 4.1 15.51 3932 65.1 7.1 16.9 69.7 2.6 15.09 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.1 2.4 3.3 8.0 0.5 30.21 3825 6.2 3.2 3.1 8.1 1.3 32.13 3824 7.1 3.4 2.8 8.6 1.9 27.90 3929 5.9 1.9 3.1 7.6 0.2 28.49 3932 7.0 1.7 3.0 8.4 0.4 24.39 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.2 3.9 3825 7.4 3.9 3824 7.4 3.8 3929 4.0 3.9 3932 4.0 4.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 34.2 3.3 5.9 35.3 2.2 10.43 3825 40.5 3.7 5.9 41.5 2.7 8.92 3824 40.5 3.5 5.8 41.4 2.6 8.78 3929 29.1 3.5 5.8 30.4 2.3 12.30 3932 29.1 3.7 5.9 30.4 2.4 12.51 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.6 1.2 1.2 3.3 0.5 29.77 3825 3.0 1.4 1.2 3.6 0.8 28.01 3824 2.6 1.7 1.0 3.3 1.0 34.12 3929 2.7 0.8 1.2 3.2 0.3 25.91 3932 2.9 0.9 1.1 3.4 0.3 24.42 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.9 1.9 3825 2.9 1.9 3824 2.9 2.0 3929 1.5 1.8 3932 1.5 1.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 256.0 -21.1 -29.1 259.0 -24.1 -5.93 3825 270.8 -13.4 -28.2 273.5 -16.1 -5.61 3824 270.5 -28.8 -30.0 273.5 -31.8 -5.67 3929 241.2 -28.9 -30.0 244.5 -32.1 -6.26 3932 241.4 -13.3 -28.2 244.5 -16.4 -6.24


NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 14.8 2.1 0.9 14.9 2.0 4.13 3825 14.8 1.5 0.9 14.8 1.4 3.72 3824 15.1 2.4 0.7 15.2 2.4 3.12 3929 13.9 2.2 0.9 14.0 2.1 4.37 3932 15.6 2.2 1.0 15.7 2.1 4.25 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.9 -0.8 3825 -0.2 -1.1 3824 -0.2 -0.2 3929 2.1 -0.4 3932 2.1 -1.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 16.2 0.6 -9.5 20.7 -3.9 -25.35 3825 8.5 0.5 -9.5 14.9 -5.8 -33.68 3824 8.5 0.7 -9.5 14.9 -5.7 -33.82 3929 23.9 0.7 -9.5 27.3 -2.7 -19.66 3932 24.0 0.5 -9.5 27.3 -2.9 -19.60 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.8 -0.6 0.3 -0.3 -1.0 52.23 3825 -1.3 -0.8 0.3 -0.7 -1.4 62.71 3824 -0.2 -0.5 0.2 -0.1 -0.6 28.66 3929 -0.7 -0.5 0.3 -0.3 -0.9 54.40 3932 -0.8 -0.5 0.3 -0.3 -1.1 57.33 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.7 -0.2 3825 -1.3 -0.3 3824 -1.3 0.0 3929 -0.2 -0.1 3932 -0.2 -0.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 345.5 -18.9 51.6 352.6 -26.1 7.90 3825 371.3 -5.0 53.2 378.7 -12.4 7.90 3824 370.9 -32.9 50.0 377.0 -39.0 6.95 3929 319.6 -33.0 49.9 326.5 -39.9 7.91 3932 320.0 -4.8 53.2 328.5 -13.3 9.07 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 18.2 5.7 -2.8 18.8 5.1 -11.92 3825 22.7 5.0 -3.0 23.3 4.5 -9.45 3824 13.5 5.7 -2.5 14.2 4.9 -16.39 3929 18.8 7.0 -2.2 19.2 6.6 -10.24 3932 17.9 5.0 -2.2 18.2 4.6 -9.45 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 5.5 -2.3 3825 11.5 -3.9 3824 11.5 -2.1 3929 -0.6 -0.8 3932 -0.6 -2.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 2.9 -0.1 -0.2 2.9 -0.1 -4.10 3825 2.3 -0.0 -0.2 2.3 -0.0 -5.16 3824 2.3 -0.1 -0.2 2.3 -0.1 -5.21 3929 3.6 -0.1 -0.2 3.6 -0.1 -3.43 3932 3.6 -0.0 -0.2 3.6 -0.0 -3.34 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.0 -0.0 0.0 0.0 -0.0 26.28 3825 -0.0 -0.0 0.0 0.0 -0.0 31.38 3824 0.1 0.0 0.0 0.1 0.0 15.85 3929 0.0 -0.0 0.0 0.0 -0.0 27.22 3932 0.0 -0.0 0.0 0.0 -0.0 28.05 NODE Vxx Vyy


---- ------ ---------- ---------- Cent -0.0 -0.0 3825 -0.1 -0.0 3824 -0.1 0.0 3929 -0.0 0.0 3932 -0.0 -0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent -89.1 2.9 2.3 3.0 -89.2 88.57 3825 -36.1 2.2 2.2 2.3 -36.2 86.70 3824 -36.1 3.6 2.4 3.8 -36.2 86.58 3929 -142.3 3.6 2.4 3.7 -142.3 89.06 3932 -142.4 2.2 2.2 2.2 -142.4 89.12 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 8.7 2.6 -3.6 10.3 1.0 -24.80 3825 14.5 4.5 -3.4 15.5 3.4 -16.90 3824 3.8 2.9 -3.2 6.6 0.1 -41.12 3929 8.5 1.9 -3.4 10.0 0.5 -22.94 3932 7.9 1.1 -3.0 9.1 -0.0 -20.74 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 6.1 3.4 3825 12.7 2.6 3824 12.7 2.6 3929 -0.5 4.0 3932 -0.5 4.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 166.4 -73.7 436.2 498.8 -406.0 37.30 3825 195.1 -32.9 440.9 536.5 -374.3 37.75 3824 193.9 -114.5 431.4 497.9 -418.4 35.17 3929 137.7 -114.9 431.4 460.9 -438.0 36.84 3932 138.8 -32.5 441.0 502.4 -396.0 39.50 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 15.8 17.3 -14.5 31.1 2.0 -46.51 3825 28.8 19.0 -15.2 39.9 8.0 -36.10 3824 1.1 18.8 -12.1 24.9 -5.1 -63.10 3929 25.1 19.2 -12.3 34.9 9.5 -38.32 3932 8.3 12.3 -13.3 23.7 -3.2 -49.30 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 7.4 5.9 3825 33.9 0.7 3824 33.9 4.9 3929 -19.1 10.7 3932 -19.1 7.3 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3819 1 4 E1 (RS) Cent 65.3 11.5 149.0 189.8 -113.1 39.88 3826 83.8 4.3 150.7 199.9 -111.9 37.62 3825 83.3 24.1 147.3 204.0 -96.5 39.32 3932 47.4 24.3 147.3 183.6 -111.9 42.75 3935 47.8 4.4 150.8 178.4 -126.2 40.91 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.3 3.2 6.4 10.1 -2.7 42.56 3826 10.1 3.6 6.7 14.3 -0.5 32.10 3825 5.2 3.1 5.3 9.6 -1.3 39.52 3932 7.2 4.5 5.5 11.5 0.2 38.01 3935 3.1 1.8 5.7 8.2 -3.3 41.85 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 5.1 2.2 3826 17.0 3.5 3825 17.0 2.8 3932 6.8 2.2 3935 6.8 2.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE


-------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 83.1 6.6 17.1 86.7 2.9 12.03 3826 100.8 7.7 17.1 103.9 4.6 10.11 3825 100.7 7.9 17.0 103.7 4.9 10.08 3932 67.9 8.0 17.0 72.4 3.5 14.78 3935 68.0 7.7 17.1 72.6 3.2 14.81 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.6 2.2 2.9 8.0 0.8 26.66 3826 6.1 3.2 2.7 7.7 1.5 31.18 3825 7.8 3.3 2.4 8.8 2.2 23.64 3932 6.6 1.7 2.8 7.9 0.5 24.43 3935 7.3 1.7 2.7 8.4 0.6 21.74 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.1 4.1 3826 6.7 4.1 3825 6.7 3.9 3932 3.5 4.0 3935 3.5 4.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 34.8 3.0 6.3 36.0 1.8 10.81 3826 41.6 3.7 6.4 42.7 2.7 9.31 3825 41.6 3.0 6.2 42.6 2.0 8.96 3932 29.3 3.0 6.2 30.7 1.6 12.69 3935 29.3 3.7 6.4 30.8 2.2 13.26 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.7 1.1 1.2 3.3 0.5 28.46 3826 2.9 1.4 1.2 3.5 0.8 28.62 3825 2.8 1.7 1.0 3.4 1.1 30.22 3932 2.9 0.8 1.1 3.4 0.3 24.27 3935 2.9 0.9 1.1 3.4 0.4 24.09 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.8 1.8 3826 2.8 1.9 3825 2.8 1.9 3932 1.5 1.7 3935 1.5 1.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 271.6 -19.7 -15.9 272.5 -20.5 -3.11 3826 287.9 -10.6 -14.6 288.6 -11.3 -2.80 3825 287.5 -28.8 -17.1 288.4 -29.7 -3.08 3932 255.4 -28.8 -17.1 256.4 -29.9 -3.43 3935 255.7 -10.5 -14.6 256.5 -11.3 -3.14 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 15.5 2.0 0.6 15.5 2.0 2.41 3826 14.8 1.6 0.6 14.8 1.6 2.50 3825 16.1 1.9 0.5 16.1 1.8 1.92 3932 15.5 2.2 0.5 15.5 2.1 2.15 3935 15.6 2.5 0.5 15.6 2.5 2.37 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.8 -1.1 3826 -1.6 -1.3 3825 -1.6 -0.7 3932 0.1 -0.9 3935 0.1 -1.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 16.8 1.2 -9.8 21.6 -3.6 -25.71 3826 7.9 1.0 -9.9 14.9 -6.0 -35.33 3825 7.9 1.3 -9.8 15.0 -5.7 -35.70 3932 25.8 1.3 -9.8 29.2 -2.1 -19.35 3935 25.8 1.0 -9.9 29.2 -2.5 -19.23 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ----------


Cent -1.0 -0.7 0.4 -0.4 -1.3 53.50 3826 -1.6 -1.0 0.4 -0.7 -1.8 62.68 3825 -0.3 -0.6 0.3 -0.1 -0.9 32.73 3932 -1.0 -0.6 0.4 -0.3 -1.2 58.01 3935 -1.0 -0.6 0.4 -0.3 -1.3 56.66 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.7 -0.4 3826 -1.5 -0.3 3825 -1.5 -0.2 3932 0.0 -0.4 3935 0.0 -0.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 343.3 -9.0 78.9 360.2 -25.8 12.06 3826 376.2 7.3 81.0 393.2 -9.8 11.86 3825 375.5 -25.2 76.7 389.7 -39.4 10.47 3932 310.4 -25.4 76.7 327.1 -42.1 12.27 3935 310.9 7.4 81.1 331.2 -12.9 14.05 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 18.0 3.7 -3.8 19.0 2.7 -14.09 3826 22.3 2.8 -4.1 23.2 2.0 -11.30 3825 13.2 3.3 -3.4 14.2 2.2 -17.14 3932 20.2 5.6 -3.2 20.9 4.9 -11.90 3935 16.3 3.2 -3.1 17.0 2.5 -12.89 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.5 -3.5 3826 11.3 -5.4 3825 11.3 -3.6 3932 -4.3 -1.7 3935 -4.3 -3.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 2.9 -0.0 -0.1 2.9 -0.0 -2.25 3826 2.2 0.0 -0.1 2.2 0.0 -2.86 3825 2.2 -0.1 -0.1 2.2 -0.1 -2.99 3932 3.6 -0.1 -0.1 3.6 -0.1 -1.88 3935 3.6 0.0 -0.1 3.6 0.0 -1.78 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.0 -0.0 0.0 0.0 -0.0 30.50 3826 -0.0 -0.0 0.0 -0.0 -0.1 41.79 3825 0.1 -0.0 0.0 0.1 -0.0 17.29 3932 0.0 -0.0 0.0 0.0 -0.0 31.41 3935 0.0 -0.0 0.0 0.0 -0.0 32.12 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -0.0 3826 -0.1 -0.0 3825 -0.1 -0.0 3932 0.0 -0.0 3935 0.0 -0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent -86.4 3.1 8.0 3.8 -87.1 84.94 3826 -31.2 6.4 8.4 8.2 -33.0 77.93 3825 -31.4 -0.2 7.6 1.5 -33.1 77.09 3932 -141.7 -0.2 7.5 0.2 -142.1 86.96 3935 -141.7 6.4 8.4 6.9 -142.1 86.75 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 9.2 1.8 -3.2 10.4 0.6 -20.42 3826 13.5 3.0 -3.0 14.3 2.2 -14.98 3825 6.0 2.7 -3.0 7.8 0.9 -30.80 3932 10.0 1.3 -3.1 11.0 0.3 -17.93 3935 7.5 0.1 -2.6 8.3 -0.7 -17.44 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.2 3.5


3826 9.1 2.1 3825 9.1 3.3 3932 -2.8 4.8 3935 -2.8 3.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 21.3 -39.0 483.8 475.9 -493.6 43.22 3826 63.3 1.1 489.2 522.4 -457.9 43.18 3825 61.8 -79.1 478.4 475.0 -492.2 40.81 3932 -20.8 -79.5 478.4 429.1 -529.5 43.24 3935 -19.4 1.5 489.2 480.4 -498.3 45.61 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.7 10.8 -18.9 27.3 -10.8 -48.82 3826 24.2 12.0 -19.8 38.8 -2.7 -36.45 3825 -14.9 11.0 -15.9 18.5 -22.4 -64.65 3932 16.9 14.8 -16.2 32.0 -0.4 -43.19 3935 -3.3 5.2 -16.9 18.3 -16.5 -52.08 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 12.6 1.4 3826 47.7 -5.2 3825 47.7 -1.5 3932 -22.6 7.3 3935 -22.6 4.8 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3828 1 4 E1 (RS) Cent 88.4 63.5 120.2 196.7 -44.9 42.04 220 221.0 20.2 133.5 287.7 -46.4 26.52 3834 228.5 109.3 106.9 291.3 46.6 30.43 3959 54.9 109.8 106.7 192.6 -27.8 52.21 3896 62.6 19.8 133.6 176.5 -94.2 40.46 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 13.5 5.1 1.5 13.8 4.9 9.80 220 25.2 4.4 1.7 25.3 4.3 4.54 3834 3.5 20.7 2.3 21.0 3.2 82.50 3959 2.7 4.1 2.0 5.5 1.3 54.71 3896 27.7 8.6 2.0 27.9 8.4 5.83 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 28.5 35.2 220 28.5 31.1 3834 28.5 39.2 3959 28.7 39.4 3896 28.7 31.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 78.7 18.3 25.5 88.1 9.0 20.10 220 118.9 17.1 25.4 124.9 11.1 13.28 3834 120.4 27.2 26.2 127.3 20.3 14.66 3959 44.0 27.3 26.2 63.2 8.1 36.13 3896 43.3 17.2 25.4 58.9 1.6 31.40 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.2 1.5 3.7 7.5 -0.8 31.46 220 17.6 2.5 5.2 19.2 0.9 17.17 3834 10.9 7.7 2.0 11.9 6.8 25.78 3959 4.0 3.2 2.4 6.0 1.2 40.06 3896 14.7 6.8 4.4 16.6 4.8 24.19 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 26.2 22.6 220 32.4 22.1 3834 32.4 26.4 3959 20.2 23.4 3896 20.2 18.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 24.8 4.4 10.5 29.2 -0.1 22.97


220 33.2 5.6 10.3 36.6 2.1 18.43 3834 33.3 4.9 10.8 36.9 1.2 18.61 3959 17.2 4.9 10.8 23.5 -1.4 30.15 3896 17.2 5.6 10.3 23.3 -0.5 30.38 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 1.4 0.4 0.9 1.9 -0.1 29.93 220 2.9 0.7 1.0 3.3 0.3 21.43 3834 2.1 1.7 0.7 2.6 1.2 37.29 3959 1.3 1.1 0.8 2.0 0.3 41.33 3896 2.9 1.3 0.9 3.3 0.9 25.13 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.0 4.3 220 5.2 3.8 3834 5.2 5.2 3959 3.1 5.0 3896 3.1 3.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent -81.4 -25.6 97.2 47.7 -154.6 53.00 220 -102.5 -39.8 93.1 27.1 -169.4 54.30 3834 -100.1 -11.4 101.3 54.9 -166.4 56.81 3959 -60.2 -11.3 101.4 68.5 -140.0 51.78 3896 -62.6 -39.9 93.1 42.5 -145.0 48.47 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -11.2 -0.2 -2.8 0.4 -11.8 -76.68 220 -14.7 1.6 -0.6 1.6 -14.7 -87.98 3834 1.3 17.9 -5.3 19.4 -0.2 -73.78 3959 -5.2 -6.3 -5.7 -0.0 -11.4 -42.17 3896 -26.4 -13.8 1.0 -13.7 -26.5 85.49 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -20.0 41.4 220 -15.6 29.7 3834 -15.6 50.5 3959 -24.5 53.0 3896 -24.4 32.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent -80.6 -24.7 49.9 4.6 -109.8 59.62 220 -138.9 -12.1 53.6 7.5 -158.5 69.90 3834 -140.9 -37.3 46.3 -19.6 -158.6 69.12 3959 -22.2 -37.4 46.2 17.1 -76.6 40.32 3896 -19.9 -12.0 53.6 37.8 -69.7 47.13 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.9 0.3 2.5 1.1 -7.7 72.33 220 -20.1 -0.4 4.2 0.4 -21.0 78.52 3834 9.0 10.5 0.5 10.7 8.9 73.18 3959 1.2 -2.1 0.6 1.3 -2.2 10.71 3896 -17.9 -6.9 3.7 -5.8 -19.0 73.07 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -27.7 26.2 220 -33.0 23.6 3834 -33.0 31.8 3959 -22.4 28.8 3896 -22.4 20.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent -8.6 19.7 9.2 22.4 -11.3 73.54 220 -1.1 7.4 5.6 10.2 -3.9 63.57 3834 1.0 31.9 12.7 36.5 -3.6 70.28 3959 -16.2 32.1 12.8 35.2 -19.4 76.06 3896 -18.3 7.3 5.6 8.5 -19.5 78.24 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -5.0 -6.7 -0.2 -5.0 -6.7 -7.86 220 -9.0 -4.2 1.7 -3.7 -9.6 72.46


3834 1.5 -7.3 -1.1 1.6 -7.4 -6.90 3959 -4.0 -10.4 -2.3 -3.3 -11.1 -17.58 3896 -8.4 -4.7 -0.0 -4.7 -8.4 -89.93 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -10.2 7.9 220 -13.6 7.5 3834 -13.6 10.3 3959 -6.9 8.4 3896 -6.9 5.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent -0.2 -0.4 2.5 2.2 -2.7 44.02 220 -0.6 -0.5 2.4 1.8 -3.0 45.41 3834 -0.6 -0.2 2.5 2.1 -2.9 47.17 3959 0.2 -0.2 2.5 2.5 -2.5 42.69 3896 0.2 -0.5 2.4 2.2 -2.6 40.74 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.1 -0.0 0.0 -0.0 -0.1 78.54 220 -0.3 -0.1 0.0 -0.1 -0.3 80.42 3834 0.2 0.2 -0.0 0.2 0.2 -71.12 3959 0.0 -0.1 -0.0 0.0 -0.1 -10.28 3896 -0.3 -0.2 0.1 -0.2 -0.4 71.83 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.5 0.5 220 -0.5 0.4 3834 -0.5 0.7 3959 -0.4 0.7 3896 -0.4 0.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent -378.8 -39.1 -63.6 -27.6 -390.3 -79.73 220 -557.2 6.0 -50.5 10.5 -561.7 -84.91 3834 -564.6 -84.3 -76.7 -72.3 -576.6 -81.14 3959 -200.0 -84.7 -76.9 -46.3 -238.4 -63.43 3896 -192.1 6.5 -50.4 18.5 -204.2 -76.55 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -15.4 0.7 6.2 2.9 -17.5 71.17 220 -39.6 2.0 9.9 4.3 -41.8 77.25 3834 13.9 15.5 2.5 17.3 12.0 53.95 3959 -0.9 -3.5 2.4 0.6 -4.9 31.06 3896 -34.9 -11.1 7.7 -8.8 -37.1 73.48 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -51.2 46.4 220 -62.2 48.0 3834 -62.2 51.1 3959 -40.1 44.9 3896 -40.1 41.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 214.6 178.9 -376.5 573.7 -180.1 -43.64 220 613.7 42.7 -416.0 832.8 -176.4 -27.77 3834 636.2 315.1 -336.9 848.9 102.4 -32.26 3959 -185.3 316.5 -336.5 485.3 -354.1 -63.35 3896 -209.0 41.3 -416.4 351.0 -518.7 -53.36 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 42.7 -13.2 4.7 43.1 -13.6 4.80 220 71.7 -12.1 2.2 71.8 -12.2 1.51 3834 4.8 -57.6 8.8 6.1 -58.9 7.88 3959 10.5 -9.3 8.0 13.3 -12.1 19.37 3896 83.8 26.1 -0.8 83.9 26.1 -0.78 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 76.4 -101.4 220 70.8 -88.0 3834 70.8 -111.6


3959 82.0 -114.7 3896 82.0 -91.4 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3901 1 4 E1 (RS) Cent 83.6 11.5 107.5 161.0 -65.8 35.73 3932 91.3 2.6 108.8 164.4 -70.6 33.91 3929 91.0 22.2 106.3 168.3 -55.1 36.04 3930 76.7 22.3 106.2 159.2 -60.2 37.83 3933 76.9 2.6 108.8 154.7 -75.2 35.56 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 7.1 3.8 5.0 10.8 0.2 35.76 3932 4.7 3.1 5.5 9.4 -1.6 40.92 3929 8.7 5.0 4.8 12.0 1.7 34.57 3930 8.8 4.1 4.7 11.7 1.3 31.68 3933 6.8 3.0 5.4 10.6 -0.8 35.33 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.3 2.2 3932 5.6 2.1 3929 5.6 2.6 3930 3.0 2.3 3933 3.0 1.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 58.7 4.8 18.0 64.2 -0.6 16.87 3932 64.9 5.7 18.1 69.9 0.6 15.72 3929 64.8 6.0 17.9 69.8 0.9 15.69 3930 57.5 6.0 17.9 63.1 0.4 17.42 3933 57.6 5.7 18.1 63.2 0.0 17.45 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.6 1.3 3.8 8.6 -0.6 27.50 3932 7.0 1.8 3.7 8.9 -0.1 27.24 3929 5.9 1.9 3.8 8.2 -0.5 31.15 3930 6.6 1.2 3.9 8.7 -0.8 27.63 3933 7.5 1.2 3.7 9.3 -0.6 24.88 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.6 2.8 3932 4.0 2.9 3929 4.0 2.7 3930 3.1 2.7 3933 3.1 2.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 26.9 2.4 6.8 28.6 0.7 14.45 3932 29.1 2.9 6.8 30.8 1.2 13.74 3929 29.1 2.6 6.7 30.7 1.0 13.38 3930 26.6 2.6 6.7 28.3 0.9 14.56 3933 26.6 2.9 6.8 28.4 1.1 14.97 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.9 0.6 1.4 3.6 -0.1 26.08 3932 2.9 0.9 1.4 3.6 0.1 27.77 3929 2.7 0.9 1.4 3.4 0.1 29.14 3930 3.0 0.5 1.4 3.6 -0.1 24.99 3933 3.2 0.5 1.5 3.8 -0.1 23.80 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.4 1.3 3932 1.5 1.3 3929 1.5 1.3 3930 1.3 1.4 3933 1.3 1.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 235.4 -11.1 -15.5 236.4 -12.1 -3.57 3932 242.3 -4.6 -14.7 243.1 -5.5 -3.39 3929 242.1 -17.6 -16.2 243.1 -18.6 -3.56


3930 228.6 -17.7 -16.2 229.6 -18.8 -3.75 3933 228.8 -4.6 -14.7 229.7 -5.5 -3.59 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 15.0 2.0 1.2 15.1 1.9 5.30 3932 15.8 1.9 1.0 15.9 1.8 4.13 3929 14.0 2.2 1.3 14.1 2.0 6.39 3930 14.4 1.9 1.4 14.5 1.8 6.45 3933 16.0 2.0 1.1 16.1 1.9 4.56 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.2 -0.1 3932 2.4 -0.5 3929 2.4 0.3 3930 2.0 0.4 3933 2.0 -0.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 32.1 0.5 -8.4 34.2 -1.6 -13.93 3932 24.5 0.0 -8.4 27.1 -2.6 -17.27 3929 24.5 1.0 -8.3 27.1 -1.6 -17.61 3930 39.8 1.0 -8.3 41.5 -0.7 -11.58 3933 39.8 0.0 -8.4 41.5 -1.7 -11.46 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.8 -0.4 0.4 -0.2 -1.0 58.74 3932 -0.8 -0.5 0.4 -0.2 -1.1 55.79 3929 -0.7 -0.4 0.3 -0.2 -0.9 55.93 3930 -0.7 -0.3 0.3 -0.2 -0.9 59.05 3933 -0.9 -0.4 0.4 -0.2 -1.1 62.66 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.2 -0.2 3932 -0.1 -0.3 3929 -0.1 -0.2 3930 -0.3 -0.1 3933 -0.3 -0.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 308.8 -6.4 52.7 317.4 -14.9 9.25 3932 322.4 5.1 54.1 331.3 -3.9 9.41 3929 322.0 -17.8 51.4 329.6 -25.4 8.41 3930 295.2 -17.9 51.4 303.4 -26.1 9.08 3933 295.5 5.2 54.1 305.3 -4.5 10.22 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 18.8 5.2 -2.3 19.1 4.9 -9.23 3932 18.0 4.6 -2.8 18.6 4.0 -11.15 3929 18.8 6.6 -2.1 19.1 6.2 -9.70 3930 18.7 5.4 -1.8 19.0 5.2 -7.68 3933 19.5 4.4 -2.5 19.9 4.0 -9.09 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.4 1.4 3932 -0.4 0.8 3929 -0.4 2.3 3930 1.3 2.1 3933 1.3 0.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 4.3 -0.0 -0.2 4.3 -0.0 -2.41 3932 3.6 -0.0 -0.2 3.6 -0.0 -2.85 3929 3.6 -0.0 -0.2 3.6 -0.0 -2.87 3930 4.9 -0.0 -0.2 5.0 -0.0 -2.09 3933 4.9 -0.0 -0.2 5.0 -0.0 -2.07 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.0 -0.0 0.0 0.0 -0.0 32.72 3932 0.0 -0.0 0.0 0.0 -0.0 30.59 3929 0.0 0.0 0.0 0.0 -0.0 32.38 3930 0.0 -0.0 0.0 0.0 -0.0 32.46


3933 0.0 -0.0 0.0 0.0 -0.0 35.54 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -0.0 3932 -0.0 -0.0 3929 -0.0 0.0 3930 -0.0 0.0 3933 -0.0 -0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent -190.4 3.5 6.5 3.7 -190.6 88.10 3932 -141.6 3.5 6.5 3.8 -141.9 87.46 3929 -141.7 3.4 6.4 3.6 -142.0 87.46 3930 -239.3 3.4 6.4 3.5 -239.5 88.48 3933 -239.4 3.5 6.5 3.7 -239.5 88.48 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 8.2 1.2 -3.6 9.7 -0.3 -23.03 3932 8.2 1.5 -3.6 9.7 -0.1 -23.69 3929 8.7 2.1 -3.8 10.4 0.4 -24.58 3930 7.5 0.8 -3.7 9.1 -0.8 -23.62 3933 8.4 0.5 -3.6 9.8 -0.9 -21.02 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.4 2.2 3932 -0.5 2.2 3929 -0.5 2.4 3930 1.2 2.3 3933 1.2 2.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 133.9 -40.7 342.3 399.8 -306.7 37.84 3932 151.5 -8.0 346.1 426.9 -283.5 38.51 3929 150.6 -73.5 338.5 395.1 -318.0 35.84 3930 116.3 -73.8 338.4 372.8 -330.3 37.16 3933 117.2 -7.7 346.2 406.5 -297.0 39.89 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 17.6 12.4 -14.6 29.8 0.2 -39.94 3932 7.5 10.4 -15.9 24.9 -7.0 -47.65 3929 24.6 17.1 -14.0 35.3 6.3 -37.54 3930 24.0 12.9 -13.6 33.1 3.8 -33.88 3933 14.4 9.2 -15.8 27.8 -4.1 -40.31 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -15.2 8.5 3932 -19.5 7.6 3929 -19.5 10.4 3930 -11.0 9.5 3933 -11.0 6.5 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3902 1 4 E1 (RS) Cent 79.0 4.7 72.7 123.4 -39.8 31.46 3933 80.0 5.9 73.9 125.6 -39.7 31.68 3930 79.7 14.8 71.5 125.7 -31.2 32.79 3931 78.8 14.9 71.4 125.1 -31.4 32.96 3934 79.1 6.0 73.9 124.9 -39.9 31.84 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 8.2 2.3 4.8 10.9 -0.4 29.14 3933 6.8 2.2 5.1 10.1 -1.1 32.98 3930 8.8 3.2 4.5 11.3 0.7 29.21 3931 9.0 2.1 4.5 11.3 -0.1 26.24 3934 8.4 1.8 5.2 11.2 -1.1 28.66 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.1 2.3 3933 3.0 2.1 3930 3.0 2.7 3931 1.2 2.5 3934 1.2 1.9


LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 62.3 2.4 15.3 65.9 -1.3 13.50 3933 57.6 4.2 15.4 61.7 0.0 15.01 3930 57.5 4.0 15.1 61.5 -0.0 14.72 3931 70.7 4.0 15.1 73.9 0.7 12.19 3934 70.7 4.2 15.4 74.1 0.8 12.44 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 7.3 0.8 3.9 9.1 -1.0 25.23 3933 7.5 0.9 3.8 9.3 -0.8 24.68 3930 6.6 1.0 4.0 8.7 -1.1 27.63 3931 7.4 0.9 4.0 9.4 -1.0 25.64 3934 7.8 0.8 3.9 9.6 -0.9 24.00 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.4 1.6 3933 3.1 1.6 3930 3.1 1.5 3931 1.8 1.5 3934 1.8 1.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 28.6 1.2 5.9 29.9 -0.0 11.63 3933 26.7 1.9 6.0 28.0 0.6 12.93 3930 26.7 1.6 5.8 27.9 0.4 12.45 3931 32.1 1.7 5.8 33.2 0.6 10.43 3934 32.1 1.9 6.0 33.3 0.8 10.84 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.2 0.4 1.5 3.8 -0.3 23.30 3933 3.2 0.4 1.5 3.8 -0.2 23.76 3930 2.9 0.5 1.5 3.6 -0.2 25.18 3931 3.3 0.4 1.5 3.9 -0.2 23.21 3934 3.4 0.4 1.5 4.1 -0.3 22.36 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.0 0.8 3933 1.3 0.8 3930 1.3 0.8 3931 0.8 0.8 3934 0.8 0.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 225.8 -6.0 -5.4 225.9 -6.1 -1.33 3933 228.5 0.2 -4.7 228.6 0.1 -1.17 3930 228.3 -12.2 -6.1 228.4 -12.4 -1.46 3931 223.2 -12.3 -6.1 223.3 -12.4 -1.49 3934 223.3 0.3 -4.7 223.4 0.2 -1.20 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 15.4 1.4 1.4 15.6 1.3 5.85 3933 16.1 1.5 1.2 16.2 1.4 4.68 3930 14.3 1.7 1.7 14.5 1.5 7.39 3931 15.1 1.3 1.7 15.3 1.1 6.94 3934 16.2 1.2 1.3 16.3 1.1 4.92 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.8 0.7 3933 2.3 0.3 3930 2.3 1.0 3931 1.4 1.1 3934 1.4 0.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 47.9 0.3 -5.8 48.6 -0.4 -6.89 3933 40.3 -0.5 -5.9 41.1 -1.3 -8.10 3930 40.3 1.0 -5.7 41.1 0.2 -8.15 3931 55.5 1.0 -5.7 56.1 0.4 -5.96 3934 55.5 -0.5 -5.9 56.1 -1.1 -5.98


NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.8 -0.2 0.3 -0.1 -1.0 65.69 3933 -0.9 -0.3 0.4 -0.1 -1.1 64.59 3930 -0.7 -0.3 0.3 -0.1 -0.9 62.45 3931 -0.7 -0.2 0.3 -0.0 -0.8 65.30 3934 -1.0 -0.2 0.4 -0.0 -1.1 68.83 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.3 -0.2 3933 -0.3 -0.3 3930 -0.3 -0.2 3931 -0.4 -0.2 3934 -0.4 -0.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 291.4 -1.3 42.3 297.3 -7.3 8.06 3933 296.5 9.3 43.5 302.9 2.8 8.44 3930 296.2 -12.0 41.0 301.5 -17.3 7.46 3931 286.3 -12.1 41.0 291.8 -17.6 7.69 3934 286.5 9.4 43.6 293.2 2.7 8.72 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 19.5 3.4 -1.6 19.7 3.2 -5.74 3933 19.7 3.6 -2.1 20.0 3.4 -7.18 3930 18.7 4.8 -1.4 18.8 4.6 -5.49 3931 19.2 2.8 -1.2 19.3 2.8 -4.28 3934 20.4 2.4 -1.9 20.6 2.2 -6.03 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.6 3.2 3933 1.6 2.5 3930 1.6 3.9 3931 1.6 3.9 3934 1.6 2.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 5.7 -0.0 -0.1 5.7 -0.0 -1.15 3933 5.0 -0.0 -0.1 5.0 -0.0 -1.33 3930 5.0 0.0 -0.1 5.0 0.0 -1.31 3931 6.4 0.0 -0.1 6.4 0.0 -1.02 3934 6.4 -0.0 -0.1 6.4 -0.0 -1.03 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.0 -0.0 0.0 0.0 -0.0 35.55 3933 0.0 -0.0 0.0 0.0 -0.0 35.47 3930 0.0 0.0 0.0 0.0 -0.0 35.01 3931 0.0 0.0 0.0 0.0 -0.0 32.96 3934 0.0 -0.0 0.0 0.0 -0.0 39.08 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 0.0 3933 -0.0 -0.0 3930 -0.0 0.0 3931 -0.0 0.0 3934 -0.0 -0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent -286.2 1.8 6.7 1.9 -286.3 88.67 3933 -238.8 2.6 6.8 2.8 -239.0 88.39 3930 -238.9 1.0 6.6 1.1 -239.1 88.43 3931 -333.6 1.0 6.6 1.1 -333.7 88.87 3934 -333.7 2.6 6.8 2.8 -333.8 88.85 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 7.8 0.4 -3.3 9.1 -0.8 -21.09 3933 8.5 0.7 -3.4 9.7 -0.6 -20.39 3930 7.5 0.9 -3.5 9.0 -0.5 -23.13 3931 6.8 0.0 -3.4 8.2 -1.4 -22.53 3934 8.5 0.1 -3.3 9.7 -1.0 -19.07


NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.7 1.1 3933 1.2 1.0 3930 1.2 1.4 3931 2.2 1.3 3934 2.2 0.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 126.7 -16.9 226.8 292.8 -183.0 36.22 3933 129.0 13.0 230.3 308.5 -166.5 37.93 3930 128.2 -46.8 223.2 280.5 -199.1 34.30 3931 124.4 -47.1 223.2 277.8 -200.4 34.49 3934 125.3 13.3 230.3 306.3 -167.8 38.17 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 20.3 7.0 -14.0 29.1 -1.8 -32.28 3933 14.3 6.9 -14.9 25.9 -4.8 -38.01 3930 23.9 10.2 -13.2 31.9 2.2 -31.32 3931 23.7 6.1 -13.2 30.7 -1.0 -28.15 3934 19.4 5.0 -15.1 29.0 -4.5 -32.28 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -8.1 8.3 3933 -11.1 7.4 3930 -11.1 9.8 3931 -5.1 9.2 3934 -5.1 6.6 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3903 1 4 E1 (RS) Cent 87.7 1.1 27.0 95.4 -6.7 15.99 3934 81.9 9.7 28.3 91.6 -0.1 19.06 3931 81.6 11.8 25.8 90.1 3.3 18.22 3843 94.1 11.9 25.8 101.5 4.5 16.03 3844 94.4 9.8 28.3 103.0 1.2 16.90 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 8.8 0.7 4.3 10.7 -1.1 23.19 3934 8.4 0.8 4.0 10.2 -0.9 23.23 3931 9.0 1.2 3.8 10.5 -0.3 22.02 3843 15.1 1.7 4.1 16.2 0.5 15.79 3844 5.1 0.8 3.7 7.3 -1.3 29.99 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 8.8 2.2 3934 1.2 1.0 3931 1.2 1.9 3843 16.7 3.5 3844 16.7 2.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 83.2 0.6 6.6 83.7 0.0 4.55 3934 71.2 4.0 6.9 71.9 3.3 5.78 3931 71.2 3.8 6.4 71.8 3.2 5.35 3843 96.9 3.8 6.4 97.3 3.4 3.90 3844 96.9 4.0 6.9 97.4 3.5 4.22 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 7.6 0.3 3.7 9.1 -1.2 22.51 3934 7.9 0.4 3.4 9.2 -0.9 21.04 3931 7.5 0.7 3.2 8.8 -0.6 21.91 3843 8.3 1.2 3.6 9.8 -0.3 22.49 3844 11.0 0.9 3.2 11.9 -0.0 16.21 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 8.3 0.6 3934 1.8 0.9 3931 1.8 1.1 3843 15.2 1.1 3844 15.2 1.1


LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 37.2 0.3 2.6 37.4 0.1 4.01 3934 32.3 1.6 2.7 32.5 1.4 5.04 3931 32.3 1.5 2.5 32.5 1.3 4.58 3843 42.9 1.5 2.5 43.0 1.4 3.42 3844 42.9 1.7 2.7 43.0 1.5 3.77 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.4 0.1 1.4 3.9 -0.4 20.38 3934 3.5 0.2 1.3 3.9 -0.3 19.13 3931 3.3 0.3 1.2 3.7 -0.2 19.69 3843 4.1 0.5 1.4 4.5 0.0 18.49 3844 4.1 0.3 1.2 4.5 -0.0 16.31 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.3 0.3 3934 0.8 0.4 3931 0.8 0.4 3843 5.8 0.5 3844 5.8 0.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 220.2 -2.1 -0.3 220.2 -2.1 -0.08 3934 222.6 4.9 0.5 222.6 4.9 0.14 3931 222.4 -9.0 -1.1 222.4 -9.0 -0.28 3843 217.9 -9.1 -1.1 217.9 -9.1 -0.29 3844 218.1 4.9 0.5 218.1 4.9 0.14 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 15.6 0.5 1.5 15.7 0.3 5.69 3934 16.4 0.6 1.4 16.5 0.5 4.91 3931 15.1 1.1 1.3 15.2 1.0 5.35 3843 12.6 -0.3 1.5 12.7 -0.5 6.63 3844 18.3 0.5 1.4 18.4 0.4 4.38 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 4.4 0.9 3934 1.7 0.8 3931 1.7 1.7 3843 7.0 1.1 3844 7.1 0.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 63.3 0.1 -2.2 63.3 -0.0 -1.98 3934 56.0 -0.9 -2.3 56.0 -1.0 -2.31 3931 56.0 1.0 -2.1 56.1 0.9 -2.16 3843 70.6 1.0 -2.1 70.6 1.0 -1.71 3844 70.6 -0.9 -2.3 70.6 -1.0 -1.84 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.8 -0.1 0.3 0.0 -0.9 71.73 3934 -1.0 -0.1 0.3 -0.0 -1.1 73.48 3931 -0.7 -0.1 0.3 -0.0 -0.8 69.63 3843 -1.0 -0.1 0.3 -0.0 -1.1 74.94 3844 -0.6 0.0 0.3 0.1 -0.7 71.49 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.1 -0.2 3934 -0.3 -0.1 3931 -0.3 -0.1 3843 0.5 -0.2 3844 0.5 -0.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 286.3 -0.2 17.9 287.5 -1.3 3.56 3934 286.7 11.4 19.3 288.0 10.0 3.99 3931 286.4 -11.7 16.5 287.3 -12.6 3.17 3843 286.0 -11.8 16.5 286.9 -12.7 3.17 3844 286.3 11.5 19.3 287.7 10.2 4.00 NODE Mxx Myy Mxy Mmax Mmin ANGLE


---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 19.8 1.1 -1.1 19.9 1.0 -3.36 3934 20.7 1.4 -1.1 20.8 1.3 -3.28 3931 19.3 2.3 -1.1 19.3 2.2 -3.53 3843 20.5 0.6 -1.0 20.6 0.6 -2.96 3844 18.8 -0.0 -0.9 18.8 -0.1 -2.72 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 3.0 3934 2.1 1.8 3931 2.1 3.7 3843 -2.0 4.1 3844 -2.0 2.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 7.1 0.0 -0.0 7.1 0.0 -0.30 3934 6.4 -0.0 -0.0 6.4 -0.0 -0.35 3931 6.4 0.0 -0.0 6.4 0.0 -0.32 3843 7.8 0.0 -0.0 7.8 0.0 -0.26 3844 7.8 -0.0 -0.0 7.8 -0.0 -0.29 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.0 -0.0 0.0 0.0 -0.0 35.41 3934 0.0 -0.0 0.0 0.0 -0.0 37.21 3931 0.0 0.0 0.0 0.0 -0.0 32.39 3843 -0.0 -0.0 0.0 0.0 -0.0 45.23 3844 0.0 0.0 0.0 0.1 -0.0 26.06 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -0.0 3934 -0.0 0.0 3931 -0.0 0.0 3843 0.1 -0.0 3844 0.1 -0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent -380.7 0.2 3.2 0.2 -380.8 89.53 3934 -332.9 2.0 3.4 2.0 -332.9 89.43 3931 -333.0 -1.5 2.9 -1.5 -333.0 89.49 3843 -428.7 -1.5 2.9 -1.5 -428.7 89.61 3844 -428.7 2.0 3.4 2.0 -428.8 89.55 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 7.6 0.1 -2.9 8.6 -0.9 -18.74 3934 8.5 0.1 -2.7 9.3 -0.7 -16.68 3931 6.7 0.1 -2.7 7.7 -0.8 -19.46 3843 10.4 0.7 -2.8 11.1 -0.1 -14.94 3844 4.8 -0.6 -2.5 5.8 -1.6 -21.48 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -2.3 0.4 3934 2.2 -0.4 3931 2.2 0.1 3843 -6.7 1.1 3844 -6.7 0.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent 151.3 -3.9 83.1 187.4 -40.0 23.48 3934 135.8 26.3 86.7 183.6 -21.5 28.86 3931 134.9 -34.1 79.5 166.5 -65.6 21.63 3843 166.8 -34.4 79.5 194.4 -62.0 19.16 3844 167.7 26.6 86.7 208.9 -14.7 25.44 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 22.0 2.1 -12.6 28.1 -4.0 -25.85 3934 19.5 2.3 -11.8 25.5 -3.7 -27.00 3931 23.5 3.5 -11.1 28.4 -1.4 -23.95 3843 43.3 5.0 -12.2 46.8 1.4 -16.25 3844 1.7 -2.3 -11.1 11.0 -11.6 -39.82 NODE Vxx Vyy ---- ------ ---------- ----------


Cent -27.9 7.1 3934 -4.8 2.9 3931 -4.8 5.8 3843 -51.1 10.9 3844 -51.1 8.8 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3904 1 4 E1 (RS) Cent 35.9 7.1 119.2 141.6 -98.6 41.55 3935 50.0 5.1 120.7 150.3 -95.2 39.73 3932 49.6 17.8 117.7 152.5 -85.1 41.15 3933 24.9 17.9 117.7 139.1 -96.4 44.15 3936 25.1 5.1 120.7 136.2 -106.0 42.64 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 5.0 2.6 6.4 10.3 -2.7 39.60 3935 3.0 1.6 6.8 9.2 -4.5 42.05 3932 7.0 3.8 6.3 11.9 -1.1 37.95 3933 6.9 3.3 6.0 11.4 -1.2 36.85 3936 4.6 1.9 6.7 10.0 -3.6 39.35 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 5.2 1.7 3935 6.9 1.7 3932 6.9 2.0 3933 3.6 1.8 3936 3.6 1.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 59.8 4.7 18.8 65.6 -1.1 17.19 3935 68.0 6.2 18.9 73.3 0.8 15.73 3932 67.9 5.5 18.8 73.1 0.3 15.52 3933 57.1 5.6 18.8 63.2 -0.5 18.02 3936 57.2 6.2 18.9 63.5 -0.1 18.29 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 7.2 1.3 3.3 8.7 -0.2 24.27 3935 7.3 1.7 3.2 8.8 0.3 24.63 3932 6.6 1.7 3.5 8.4 -0.1 27.56 3933 7.4 1.2 3.5 9.0 -0.3 24.28 3936 7.9 1.2 3.3 9.3 -0.1 22.25 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.1 2.8 3935 3.5 3.0 3932 3.5 2.7 3933 2.8 2.7 3936 2.8 3.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 26.8 2.3 7.2 28.8 0.3 15.24 3935 29.4 2.9 7.3 31.3 1.0 14.42 3932 29.4 2.3 7.2 31.2 0.5 13.91 3933 26.4 2.3 7.2 28.4 0.3 15.34 3936 26.4 2.9 7.3 28.5 0.8 15.93 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.0 0.6 1.4 3.6 -0.0 25.20 3935 2.9 0.9 1.4 3.6 0.2 27.34 3932 2.8 0.9 1.4 3.6 0.1 27.51 3933 3.1 0.5 1.4 3.8 -0.1 23.88 3936 3.2 0.5 1.4 3.8 -0.1 23.48 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.3 1.3 3935 1.5 1.3 3932 1.5 1.3 3933 1.2 1.3 3936 1.2 1.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ----------


PP Cent 249.5 -10.1 -13.6 250.2 -10.8 -2.99 3935 258.1 -2.9 -12.6 258.7 -3.5 -2.77 3932 257.9 -17.2 -14.6 258.6 -18.0 -3.02 3933 240.8 -17.3 -14.6 241.6 -18.1 -3.22 3936 241.0 -2.8 -12.6 241.7 -3.5 -2.96 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 15.9 2.1 0.5 15.9 2.1 2.16 3935 15.8 2.0 0.4 15.8 2.0 1.53 3932 15.5 2.0 0.7 15.5 2.0 3.08 3933 16.1 2.0 0.7 16.1 2.0 2.71 3936 16.2 2.3 0.3 16.2 2.3 1.38 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.2 -0.1 3935 0.3 -0.4 3932 0.3 0.2 3933 0.0 0.3 3936 0.0 -0.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 35.2 0.8 -8.9 37.3 -1.4 -13.65 3935 26.2 0.3 -8.9 29.0 -2.5 -17.33 3932 26.2 1.3 -8.8 29.0 -1.5 -17.61 3933 44.1 1.3 -8.8 45.9 -0.5 -11.16 3936 44.1 0.3 -8.9 45.9 -1.4 -11.09 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -1.0 -0.5 0.5 -0.2 -1.3 58.97 3935 -0.9 -0.5 0.5 -0.2 -1.3 55.28 3932 -1.0 -0.5 0.5 -0.2 -1.2 57.69 3933 -0.9 -0.4 0.5 -0.1 -1.2 60.35 3936 -1.1 -0.4 0.5 -0.1 -1.4 61.63 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.1 -0.4 3935 0.0 -0.4 3932 0.0 -0.3 3933 -0.2 -0.3 3936 -0.2 -0.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 292.7 -0.8 63.9 306.0 -14.1 11.77 3935 314.4 11.6 65.6 328.0 -2.0 11.71 3932 313.9 -13.2 62.2 325.4 -24.6 10.42 3933 270.9 -13.3 62.2 284.0 -26.3 11.82 3936 271.4 11.7 65.6 287.0 -3.9 13.40 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 18.7 4.1 -3.6 19.5 3.3 -13.02 3935 16.4 3.0 -3.9 17.5 1.9 -15.19 3932 20.2 5.3 -3.5 21.0 4.5 -12.73 3933 20.0 4.6 -3.3 20.7 4.0 -11.57 3936 18.2 3.5 -3.7 19.1 2.6 -13.49 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -3.0 0.7 3935 -4.1 -0.0 3932 -4.1 1.7 3933 -2.0 1.4 3936 -2.0 -0.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 4.3 0.0 -0.1 4.3 0.0 -1.85 3935 3.6 0.0 -0.1 3.6 0.0 -2.21 3932 3.6 -0.0 -0.1 3.6 -0.0 -2.23 3933 5.0 -0.0 -0.1 5.0 -0.0 -1.60 3936 5.0 0.0 -0.1 5.0 0.0 -1.58 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.0 -0.0 0.0 0.0 -0.0 35.70


3935 0.0 -0.0 0.0 0.0 -0.0 33.76 3932 0.0 -0.0 0.0 0.0 -0.0 34.56 3933 0.0 -0.0 0.0 0.0 -0.0 35.29 3936 0.0 -0.0 0.0 0.0 -0.0 39.51 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -0.0 3935 0.0 -0.0 3932 0.0 -0.0 3933 -0.0 -0.0 3936 -0.0 -0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent -190.7 4.0 5.0 4.2 -190.9 88.54 3935 -139.9 5.5 5.2 5.7 -140.1 87.97 3932 -140.0 2.6 4.8 2.7 -140.2 88.09 3933 -241.6 2.6 4.8 2.7 -241.7 88.88 3936 -241.6 5.5 5.2 5.6 -241.8 88.80 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 8.7 0.7 -3.2 9.8 -0.5 -19.32 3935 7.8 0.6 -3.1 9.0 -0.6 -20.46 3932 10.2 1.8 -3.5 11.4 0.6 -19.98 3933 8.8 0.3 -3.4 10.0 -0.8 -19.19 3936 8.0 -0.1 -3.1 9.0 -1.1 -18.53 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.8 2.2 3935 -2.6 1.8 3932 -2.6 2.9 3933 -0.9 2.7 3936 -0.9 1.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -46.5 -25.1 381.9 346.3 -417.9 45.80 3935 -9.4 8.2 386.4 385.9 -387.1 45.65 3932 -10.7 -58.5 377.4 343.6 -412.8 43.19 3933 -83.7 -58.8 377.4 306.4 -448.9 45.94 3936 -82.5 8.6 386.5 352.2 -426.1 48.36 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 7.7 8.2 -18.6 26.6 -10.6 -45.41 3935 -4.1 4.5 -19.9 20.5 -20.1 -51.12 3932 16.3 12.9 -18.5 33.1 -4.0 -42.36 3933 14.8 10.3 -17.7 30.4 -5.3 -41.34 3936 3.8 5.3 -19.5 24.0 -15.0 -46.10 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -17.9 5.1 3935 -23.2 4.4 3932 -23.2 7.2 3933 -12.6 5.9 3936 -12.6 2.9 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3905 1 4 E1 (RS) Cent 22.4 3.3 80.0 93.5 -67.8 41.58 3936 26.8 7.3 81.4 99.0 -64.9 41.60 3933 26.5 13.4 78.7 98.9 -59.0 42.61 3934 25.6 13.5 78.6 98.4 -59.3 42.80 3937 25.5 7.4 81.4 98.4 -65.5 41.83 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.0 1.7 6.0 10.3 -2.6 35.10 3936 4.5 1.3 6.3 9.4 -3.6 37.94 3933 6.8 2.5 5.9 10.9 -1.6 34.83 3934 6.9 1.7 5.8 10.7 -2.0 32.97 3937 6.0 1.3 6.3 10.4 -3.1 34.71 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.5 1.7 3936 3.7 1.5


3933 3.7 2.1 3934 1.4 1.8 3937 1.4 1.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 61.5 2.4 15.9 65.5 -1.7 14.15 3936 57.3 4.3 16.1 61.8 -0.1 15.60 3933 57.3 3.7 15.8 61.6 -0.6 15.25 3934 70.3 3.7 15.8 73.9 0.2 12.68 3937 70.3 4.4 16.1 74.0 0.7 12.98 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 7.9 0.8 3.5 9.4 -0.6 22.22 3936 7.9 0.9 3.4 9.3 -0.5 21.97 3933 7.4 1.0 3.6 9.0 -0.6 24.31 3934 8.3 1.0 3.6 9.8 -0.5 22.42 3937 8.4 0.9 3.5 9.7 -0.5 21.35 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.2 1.5 3936 2.8 1.6 3933 2.8 1.4 3934 1.7 1.4 3937 1.7 1.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 28.5 1.2 6.2 29.9 -0.2 12.25 3936 26.5 1.9 6.3 28.1 0.4 13.57 3933 26.5 1.5 6.2 28.0 0.0 13.07 3934 32.2 1.5 6.2 33.4 0.3 10.91 3937 32.2 1.9 6.3 33.5 0.7 11.32 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.3 0.4 1.5 3.9 -0.2 22.60 3936 3.2 0.4 1.5 3.8 -0.2 23.35 3933 3.1 0.5 1.5 3.8 -0.2 24.08 3934 3.5 0.4 1.5 4.1 -0.2 22.22 3937 3.5 0.4 1.5 4.1 -0.2 22.02 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.0 0.7 3936 1.2 0.8 3933 1.2 0.7 3934 0.8 0.7 3937 0.8 0.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 237.1 -5.4 -8.8 237.4 -5.7 -2.08 3936 242.3 0.8 -8.0 242.6 0.5 -1.89 3933 242.1 -11.6 -9.7 242.5 -12.0 -2.18 3934 231.9 -11.7 -9.7 232.3 -12.0 -2.27 3937 232.1 0.8 -8.0 232.4 0.5 -1.97 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 16.4 1.5 0.5 16.4 1.5 1.83 3936 16.2 1.6 0.3 16.2 1.6 1.03 3933 16.0 1.7 0.7 16.0 1.7 2.99 3934 16.7 1.3 0.7 16.7 1.3 2.55 3937 16.7 1.4 0.2 16.7 1.4 0.85 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.2 0.8 3936 0.3 0.5 3933 0.3 1.1 3934 -0.0 1.2 3937 -0.0 0.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 53.2 0.4 -6.4 54.0 -0.4 -6.79 3936 44.5 -0.4 -6.5 45.4 -1.3 -8.07


3933 44.5 1.2 -6.3 45.4 0.3 -8.08 3934 62.0 1.2 -6.3 62.6 0.5 -5.84 3937 62.0 -0.4 -6.5 62.6 -1.1 -5.88 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -1.0 -0.2 0.5 -0.0 -1.2 64.75 3936 -1.1 -0.3 0.5 -0.1 -1.3 63.30 3933 -0.9 -0.3 0.4 -0.1 -1.2 62.67 3934 -0.9 -0.2 0.4 0.0 -1.1 64.88 3937 -1.2 -0.2 0.5 0.0 -1.4 67.17 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.2 -0.3 3936 -0.1 -0.3 3933 -0.1 -0.3 3934 -0.3 -0.2 3937 -0.3 -0.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 258.6 1.0 44.3 266.0 -6.5 9.50 3936 273.7 11.5 45.8 281.5 3.7 9.62 3933 273.3 -9.6 42.9 279.7 -15.9 8.44 3934 243.4 -9.7 42.9 250.5 -16.8 9.36 3937 243.8 11.6 45.8 252.5 2.9 10.76 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 19.5 2.8 -3.2 20.1 2.3 -10.43 3936 18.4 2.8 -3.5 19.1 2.0 -12.03 3933 20.0 4.1 -2.9 20.5 3.5 -10.18 3934 20.1 2.4 -2.9 20.6 2.0 -9.10 3937 19.5 2.1 -3.5 20.1 1.4 -10.85 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.2 2.8 3936 -1.6 2.0 3933 -1.6 3.6 3934 -0.7 3.5 3937 -0.7 1.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 5.8 0.0 -0.1 5.8 0.0 -1.11 3936 5.1 0.0 -0.1 5.1 0.0 -1.29 3933 5.1 0.0 -0.1 5.1 0.0 -1.26 3934 6.5 0.0 -0.1 6.5 0.0 -0.98 3937 6.5 0.0 -0.1 6.5 0.0 -1.00 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.0 -0.0 0.0 0.0 -0.0 38.54 3936 0.0 -0.0 0.0 0.0 -0.0 38.95 3933 0.0 -0.0 0.0 0.0 -0.0 36.81 3934 0.0 -0.0 0.0 0.0 -0.0 36.06 3937 0.0 -0.0 0.0 0.0 -0.0 42.56 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.0 -0.0 3936 -0.0 -0.0 3933 -0.0 -0.0 3934 -0.0 -0.0 3937 -0.0 -0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent -289.6 2.2 3.2 2.2 -289.7 89.38 3936 -240.2 2.9 3.3 3.0 -240.3 89.23 3933 -240.3 1.4 3.1 1.5 -240.4 89.27 3934 -339.1 1.4 3.1 1.5 -339.1 89.48 3937 -339.1 2.9 3.3 3.0 -339.2 89.45 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 8.2 0.1 -3.0 9.2 -0.9 -18.40 3936 8.0 0.1 -3.0 9.0 -0.8 -18.41 3933 8.8 0.7 -3.2 9.9 -0.4 -19.14


3934 7.9 -0.2 -3.1 8.9 -1.3 -18.95 3937 8.1 -0.1 -2.9 9.1 -1.1 -17.66 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.2 1.1 3936 -0.8 0.7 3933 -0.8 1.6 3934 0.3 1.5 3937 0.3 0.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -99.3 -11.9 253.6 201.7 -312.9 49.89 3936 -71.3 18.5 257.7 235.1 -287.9 49.94 3933 -72.4 -42.3 249.4 192.5 -307.3 46.73 3934 -127.4 -42.6 249.4 168.0 -338.0 49.82 3937 -126.3 18.8 257.7 214.0 -321.5 52.86 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 10.3 4.9 -17.6 25.4 -10.2 -40.66 3936 3.6 3.7 -18.4 22.0 -14.7 -45.13 3933 14.8 7.8 -17.2 28.8 -6.2 -39.25 3934 13.8 4.8 -17.0 26.9 -8.2 -37.58 3937 9.0 3.3 -18.5 24.8 -12.6 -40.65 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -9.4 5.6 3936 -13.0 4.9 3933 -13.0 7.3 3934 -5.8 6.4 3937 -5.8 3.8 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3906 1 4 E1 (RS) Cent 31.7 1.0 29.6 49.7 -17.1 31.31 3937 25.4 9.9 31.1 49.7 -14.4 38.00 3934 25.4 11.7 28.2 47.6 -10.4 38.17 3844 40.0 11.8 28.2 57.4 -5.6 31.71 3845 39.9 10.0 31.1 59.5 -9.6 32.17 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.6 0.6 5.4 9.8 -2.6 30.28 3937 6.0 0.4 5.1 9.0 -2.6 30.63 3934 6.9 0.9 4.8 9.5 -1.8 28.90 3844 14.5 2.0 5.2 16.4 0.1 20.08 3845 5.2 1.1 4.7 8.3 -2.0 33.07 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 11.0 1.9 3937 1.4 0.5 3934 1.4 1.2 3844 20.8 3.5 3845 20.8 2.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 83.7 0.6 6.9 84.3 0.0 4.68 3937 70.9 3.9 7.1 71.7 3.1 5.98 3934 70.9 3.6 6.6 71.6 2.9 5.58 3844 98.6 3.6 6.6 99.1 3.2 3.98 3845 98.6 3.9 7.1 99.2 3.4 4.26 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 8.4 0.3 3.3 9.5 -0.8 19.57 3937 8.5 0.4 3.0 9.5 -0.6 18.49 3934 8.4 0.8 2.9 9.3 -0.2 18.60 3844 8.5 1.1 3.2 9.7 -0.1 20.52 3845 11.3 0.8 2.8 12.0 0.1 14.23 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 7.4 0.6 3937 1.7 0.8 3934 1.7 1.2 3844 13.6 1.1


3845 13.6 1.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 37.5 0.3 2.7 37.7 0.1 4.16 3937 32.4 1.5 2.8 32.6 1.3 5.21 3934 32.4 1.4 2.6 32.6 1.2 4.79 3844 43.5 1.4 2.6 43.7 1.2 3.54 3845 43.5 1.5 2.8 43.7 1.3 3.85 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.5 0.1 1.4 4.0 -0.4 19.72 3937 3.5 0.2 1.3 3.9 -0.2 18.85 3934 3.5 0.3 1.2 3.9 -0.1 18.72 3844 4.2 0.5 1.3 4.6 0.0 18.07 3845 4.2 0.3 1.2 4.5 -0.0 15.81 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 3.2 0.3 3937 0.8 0.4 3934 0.8 0.5 3844 5.8 0.5 3845 5.8 0.5 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 227.1 -2.0 -2.8 227.1 -2.0 -0.71 3937 233.0 4.4 -2.0 233.1 4.4 -0.49 3934 232.8 -8.4 -3.7 232.9 -8.5 -0.88 3844 221.1 -8.5 -3.7 221.1 -8.5 -0.92 3845 221.3 4.4 -1.9 221.3 4.4 -0.51 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 16.7 0.5 0.5 16.8 0.5 1.72 3937 16.9 0.6 0.4 16.9 0.6 1.55 3934 16.7 1.0 0.5 16.7 1.0 1.65 3844 16.0 0.0 0.5 16.0 0.0 1.74 3845 17.3 0.3 0.4 17.3 0.3 1.48 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 1.0 1.2 3937 0.4 0.8 3934 0.4 1.8 3844 1.6 1.6 3845 1.6 0.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 70.6 0.1 -2.4 70.7 0.0 -1.98 3937 62.3 -0.9 -2.6 62.4 -1.0 -2.33 3934 62.4 1.1 -2.3 62.5 1.0 -2.16 3844 79.0 1.1 -2.3 79.0 1.0 -1.70 3845 78.9 -0.9 -2.6 79.0 -1.0 -1.85 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -1.0 -0.1 0.4 0.1 -1.2 69.95 3937 -1.1 -0.1 0.4 0.0 -1.3 71.39 3934 -0.9 -0.1 0.4 0.0 -1.1 68.93 3844 -1.4 -0.1 0.4 -0.0 -1.5 74.32 3845 -0.7 0.1 0.4 0.2 -0.8 67.46 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.3 -0.2 3937 -0.3 -0.1 3934 -0.3 -0.1 3844 0.9 -0.3 3845 0.9 -0.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent 233.0 0.2 17.2 234.3 -1.1 4.21 3937 245.8 11.2 18.7 247.3 9.7 4.54 3934 245.3 -10.8 15.7 246.3 -11.8 3.50 3844 220.3 -10.9 15.7 221.3 -12.0 3.87


3845 220.7 11.3 18.7 222.3 9.6 5.08 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 19.9 0.9 -2.7 20.3 0.5 -7.92 3937 19.8 1.0 -2.5 20.1 0.7 -7.59 3934 20.1 1.9 -2.4 20.4 1.6 -7.41 3844 24.1 1.1 -2.6 24.4 0.8 -6.50 3845 15.7 -0.3 -2.3 16.0 -0.7 -7.96 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -5.3 2.9 3937 -0.2 1.2 3934 -0.2 3.2 3844 -10.4 4.5 3845 -10.4 2.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 7.3 0.0 -0.0 7.3 0.0 -0.35 3937 6.5 -0.0 -0.0 6.5 -0.0 -0.41 3934 6.5 0.0 -0.0 6.5 0.0 -0.37 3844 8.0 0.0 -0.0 8.0 0.0 -0.30 3845 8.0 -0.0 -0.0 8.0 -0.0 -0.33 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 0.0 -0.0 0.0 0.0 -0.0 38.96 3937 0.0 -0.0 0.0 0.0 -0.0 41.24 3934 0.0 0.0 0.0 0.0 -0.0 35.62 3844 -0.0 -0.0 0.0 0.0 -0.0 49.22 3845 0.0 0.0 0.0 0.1 -0.0 28.96 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 0.0 -0.0 3937 -0.0 0.0 3934 -0.0 0.0 3844 0.1 -0.0 3845 0.1 -0.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent -387.9 0.3 1.3 0.3 -387.9 89.80 3937 -337.5 1.3 1.5 1.3 -337.5 89.75 3934 -337.6 -0.7 1.2 -0.7 -337.6 89.80 3844 -438.4 -0.7 1.2 -0.7 -438.4 89.84 3845 -438.5 1.3 1.5 1.3 -438.5 89.81 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 8.0 -0.0 -2.7 8.8 -0.8 -17.10 3937 8.1 -0.1 -2.6 8.8 -0.8 -16.00 3934 7.8 -0.0 -2.5 8.5 -0.7 -16.26 3844 11.4 0.6 -2.7 12.0 -0.0 -13.30 3845 4.7 -0.5 -2.4 5.6 -1.4 -21.04 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -3.9 0.4 3937 0.4 -0.6 3934 0.4 0.1 3844 -8.2 1.2 3845 -8.2 0.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -128.9 -3.4 93.1 46.1 -178.4 62.00 3937 -114.8 27.5 97.3 76.9 -164.2 63.09 3934 -116.0 -34.4 88.8 22.6 -172.9 57.33 3844 -143.1 -34.7 88.8 15.1 -193.0 60.70 3845 -142.0 27.9 97.3 72.1 -186.2 65.55 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 12.0 1.5 -15.8 23.4 -9.9 -35.84 3937 8.8 1.1 -14.9 20.3 -10.5 -37.74 3934 13.6 2.2 -14.0 23.0 -7.1 -33.95 3844 38.4 6.0 -15.4 44.6 -0.2 -21.82 3845 -12.7 -3.2 -13.8 6.7 -22.6 -54.57


NODE Vxx Vyy ---- ------ ---------- ---------- Cent -34.3 5.9 3937 -5.8 0.7 3934 -5.8 3.4 3844 -62.9 10.7 3845 -62.9 9.0 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3931 1 4 E1 (RS) Cent 108.3 82.9 161.0 257.1 -65.9 42.74 3896 58.0 52.5 170.0 225.3 -114.8 44.54 3959 53.1 113.7 152.0 238.4 -71.6 50.64 3960 160.6 114.1 151.9 291.0 -16.4 40.64 3897 166.0 52.2 170.1 288.5 -70.3 35.76 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 15.7 2.2 2.5 16.1 1.7 10.29 3896 26.2 4.4 3.6 26.8 3.8 9.07 3959 2.5 7.8 2.0 8.4 1.8 71.36 3960 5.7 1.7 2.0 6.5 0.9 23.04 3897 29.2 10.3 4.4 30.2 9.3 12.53 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 27.5 21.9 3896 27.4 20.2 3959 27.4 24.0 3960 27.6 24.1 3897 27.6 20.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 35.8 15.0 20.6 48.5 2.3 31.56 3896 42.4 17.4 19.8 53.3 6.5 28.89 3959 42.7 18.2 21.7 55.3 5.5 30.29 3960 34.1 18.3 21.7 49.3 3.1 34.97 3897 34.4 17.5 19.8 47.4 4.4 33.46 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 6.0 4.6 4.8 10.2 0.4 40.80 3896 14.7 10.4 4.0 17.1 8.1 30.90 3959 4.1 1.6 4.9 7.9 -2.2 38.07 3960 4.9 4.6 5.1 9.8 -0.4 44.32 3897 10.7 4.8 4.8 13.4 2.1 29.25 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 15.9 6.0 3896 18.8 9.7 3959 18.8 14.8 3960 13.1 13.3 3897 13.1 11.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 14.9 4.9 10.6 21.7 -1.8 32.43 3896 16.9 6.2 10.3 23.2 -0.1 31.27 3959 17.0 4.5 11.0 23.4 -1.9 30.13 3960 13.7 4.5 11.0 21.0 -2.8 33.63 3897 13.6 6.2 10.3 20.9 -1.0 35.17 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 2.2 1.0 1.2 2.9 0.2 31.52 3896 2.8 1.6 1.0 3.3 1.1 29.80 3959 1.2 0.6 1.4 2.3 -0.5 38.70 3960 2.1 1.2 1.4 3.1 0.2 36.72 3897 3.6 1.6 1.2 4.1 1.0 24.61 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.7 2.4 3896 2.9 3.0 3959 2.9 3.0 3960 2.6 2.9 3897 2.6 3.2


LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent -37.6 -42.4 98.3 58.4 -138.4 44.30 3896 -65.2 -60.9 93.0 29.9 -156.0 45.67 3959 -62.1 -24.0 103.7 62.4 -148.5 50.21 3960 -9.9 -23.8 103.8 87.2 -120.8 43.08 3897 -13.0 -61.1 92.9 58.9 -133.0 37.74 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -20.5 -7.3 -2.2 -6.9 -20.8 -80.67 3896 -24.4 -5.6 2.0 -5.4 -24.6 84.00 3959 -4.1 3.4 -7.3 7.9 -8.5 -58.61 3960 -15.6 -10.2 -6.7 -5.7 -20.1 -56.08 3897 -37.9 -16.8 3.3 -16.3 -38.4 81.38 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -24.6 27.1 3896 -22.9 23.8 3959 -22.9 29.4 3960 -26.3 30.3 3897 -26.3 24.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent -1.6 -27.8 46.5 33.7 -63.0 37.13 3896 -20.7 -22.5 48.1 26.5 -69.7 44.47 3959 -21.6 -33.1 45.0 18.0 -72.7 41.35 3960 17.6 -33.2 45.0 43.9 -59.4 30.28 3897 18.5 -22.4 48.1 50.3 -54.2 33.47 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -7.9 -4.1 3.3 -2.1 -9.8 59.87 3896 -17.6 -8.6 3.5 -7.4 -18.8 71.12 3959 1.4 2.1 2.4 4.2 -0.6 48.86 3960 -1.2 -4.4 2.5 0.2 -5.8 28.97 3897 -14.4 -5.3 4.2 -3.7 -16.1 68.70 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -18.6 8.0 3896 -20.9 -0.3 3959 -20.9 17.6 3960 -16.3 16.3 3897 -16.3 -1.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent -21.2 22.0 -10.4 24.4 -23.6 -77.19 3896 -16.9 7.5 -14.6 14.3 -23.7 -64.98 3959 -14.5 36.6 -6.1 37.3 -15.2 -83.23 3960 -25.5 36.7 -6.1 37.3 -26.1 -84.45 3897 -28.0 7.4 -14.6 12.7 -33.2 -70.18 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -6.8 -5.4 -3.0 -3.0 -9.2 -51.64 3896 -8.4 -5.6 -2.1 -4.4 -9.5 -61.47 3959 -3.8 -6.0 -3.7 -1.0 -8.8 -36.74 3960 -7.2 -6.8 -4.1 -3.0 -11.1 -46.39 3897 -7.9 -3.1 -2.5 -2.0 -9.0 -66.93 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -3.8 -0.4 3896 -5.8 -2.4 3959 -5.8 2.9 3960 -1.8 1.7 3897 -1.8 -3.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 0.5 -0.7 2.3 2.3 -2.4 37.38 3896 0.1 -1.0 2.2 1.8 -2.7 37.90 3959 0.2 -0.4 2.4 2.3 -2.5 41.76 3960 1.0 -0.4 2.4 2.8 -2.2 36.92 3897 0.9 -1.0 2.2 2.4 -2.4 32.98


NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.2 -0.1 0.0 -0.1 -0.2 67.65 3896 -0.3 -0.2 0.1 -0.1 -0.4 70.80 3959 0.0 0.0 -0.0 0.0 0.0 -68.86 3960 -0.1 -0.1 0.0 -0.1 -0.1 3.71 3897 -0.4 -0.2 0.1 -0.1 -0.4 69.25 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.4 0.2 3896 -0.4 0.1 3959 -0.4 0.4 3960 -0.3 0.4 3897 -0.3 0.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent -141.1 -23.9 -54.4 -2.5 -162.5 -68.55 3896 -187.8 13.1 -43.7 22.2 -196.9 -78.26 3959 -194.0 -60.9 -65.2 -34.3 -220.6 -67.79 3960 -94.3 -61.3 -65.3 -10.4 -145.2 -52.09 3897 -87.9 13.5 -43.5 29.6 -104.0 -69.67 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -15.7 -6.9 7.1 -2.9 -19.7 60.78 3896 -34.7 -16.1 6.5 -14.1 -36.7 72.47 3959 -0.7 2.3 6.6 7.6 -5.9 51.50 3960 -3.8 -7.4 6.5 1.1 -12.3 37.24 3897 -23.9 -6.0 7.3 -3.4 -26.5 70.52 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -31.5 9.2 3896 -37.5 -7.0 3959 -37.5 28.9 3960 -25.5 25.6 3897 -25.5 -10.6 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -358.1 241.2 -502.1 526.3 -643.2 -60.41 3896 -193.7 151.1 -528.4 534.5 -577.1 -54.03 3959 -178.6 331.2 -475.9 616.2 -463.5 -59.09 3960 -522.9 332.2 -475.6 544.2 -734.9 -65.98 3897 -538.5 150.1 -528.6 436.7 -825.1 -61.54 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 50.4 5.5 -0.7 50.5 5.5 -0.95 3896 78.8 6.8 -6.4 79.4 6.3 -5.06 3959 9.7 -21.2 6.5 11.0 -22.5 11.46 3960 21.3 4.5 4.9 22.7 3.2 15.20 3897 92.0 32.0 -8.3 93.1 30.9 -7.69 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 80.0 -67.5 3896 78.6 -66.6 3959 78.6 -67.4 3960 81.5 -68.3 3897 81.5 -67.5 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3932 1 4 E1 (RS) Cent 211.1 75.3 156.0 313.4 -27.0 33.24 3897 166.2 64.5 159.2 282.5 -51.8 36.15 3960 164.3 86.2 152.8 283.0 -32.5 37.83 3961 256.3 86.3 152.8 346.1 -3.5 30.46 3898 258.2 64.4 159.3 347.7 -25.2 29.34 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 17.6 4.8 3.6 18.6 3.9 14.86 3897 28.5 7.2 4.4 29.4 6.3 11.31 3960 5.9 1.3 2.8 7.2 0.0 25.25 3961 5.6 2.1 3.1 7.4 0.3 30.57 3898 31.0 11.6 5.2 32.3 10.3 13.99 NODE Vxx Vyy


---- ------ ---------- ---------- Cent 28.4 15.4 3897 26.6 17.0 3960 26.6 13.4 3961 30.3 14.5 3898 30.3 18.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 39.2 11.3 20.1 49.8 0.8 27.65 3897 33.8 13.9 19.6 45.8 1.9 31.56 3960 33.8 10.8 20.7 46.0 -1.5 30.47 3961 47.3 10.8 20.8 56.7 1.4 24.34 3898 47.3 13.9 19.6 56.4 4.9 24.78 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 7.4 3.9 5.3 11.2 0.1 35.86 3897 11.4 9.3 4.0 14.5 6.2 37.78 3960 4.5 1.7 6.0 9.3 -3.1 38.44 3961 6.6 3.0 6.2 11.2 -1.6 37.05 3898 12.3 5.0 4.8 14.7 2.6 26.47 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 10.6 7.8 3897 12.3 16.0 3960 12.3 6.2 3961 9.7 5.4 3898 9.7 17.9 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 14.3 4.9 9.6 20.2 -1.1 31.90 3897 13.4 5.8 9.3 19.6 -0.4 33.87 3960 13.5 4.2 9.8 19.8 -2.0 32.37 3961 15.7 4.2 9.9 21.4 -1.4 29.83 3898 15.6 5.8 9.3 21.2 0.2 31.05 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 3.3 1.0 1.4 4.0 0.3 25.73 3897 3.4 1.6 1.1 3.9 1.1 25.75 3960 2.0 0.6 1.7 3.2 -0.6 33.99 3961 2.9 0.9 1.7 3.9 -0.1 30.15 3898 5.3 2.1 1.3 5.8 1.7 20.13 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 2.9 2.8 3897 2.5 4.8 3960 2.5 1.5 3961 3.5 1.7 3898 3.5 5.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 7.6 -47.9 96.4 80.3 -120.5 36.97 3897 -11.9 -60.4 92.8 59.7 -132.1 37.68 3960 -9.7 -35.3 100.1 78.4 -123.5 41.36 3961 27.2 -35.2 100.1 100.9 -108.9 36.34 3898 25.1 -60.5 92.7 84.4 -119.9 32.61 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -32.3 -9.4 -2.6 -9.1 -32.6 -83.53 3897 -35.6 -4.2 2.9 -3.9 -35.8 84.72 3960 -14.9 -2.6 -8.4 1.7 -19.2 -63.12 3961 -23.3 -8.5 -7.4 -5.5 -26.3 -67.58 3898 -55.3 -22.8 3.8 -22.3 -55.7 83.43 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -31.1 28.3 3897 -25.4 38.0 3960 -25.4 15.3 3961 -36.8 18.5 3898 -36.8 41.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE


-------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 34.5 -22.6 41.8 56.6 -44.7 27.84 3897 19.5 -21.3 42.2 45.9 -47.8 32.10 3960 19.3 -23.9 41.4 44.4 -49.0 31.25 3961 49.5 -23.9 41.4 68.2 -42.5 24.22 3898 49.8 -21.3 42.2 69.4 -40.9 24.94 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -7.9 -4.0 3.3 -2.1 -9.8 59.98 3897 -15.2 -7.5 3.4 -6.2 -16.5 69.35 3960 -1.6 -1.0 2.7 1.5 -4.0 47.77 3961 -2.1 -3.0 3.0 0.5 -5.5 40.55 3898 -12.8 -4.5 3.9 -3.0 -14.3 68.43 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -14.3 2.9 3897 -15.4 -1.4 3960 -15.4 7.8 3961 -13.1 7.1 3898 -13.1 -2.0 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent -25.1 18.5 -17.2 24.5 -31.0 -70.88 3897 -26.8 10.0 -19.7 18.5 -35.3 -66.50 3960 -25.3 27.1 -14.7 31.0 -29.1 -75.37 3961 -23.4 27.2 -14.7 31.1 -27.3 -74.96 3898 -24.9 9.9 -19.7 18.8 -33.8 -65.69 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -9.5 -2.8 -4.9 -0.2 -12.1 -62.14 3897 -7.7 0.2 -3.3 1.4 -8.9 -70.00 3960 -7.2 -3.8 -6.3 1.0 -12.1 -52.54 3961 -11.6 -3.8 -6.2 -0.4 -15.0 -61.12 3898 -11.4 -3.9 -3.9 -2.2 -13.1 -67.08 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.7 3.5 3897 -1.6 8.3 3960 -1.6 -0.9 3961 0.3 -1.4 3898 0.3 7.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 1.3 -0.8 2.0 2.5 -2.0 31.02 3897 0.9 -1.0 1.9 2.1 -2.2 31.52 3960 1.0 -0.5 2.1 2.4 -2.0 34.95 3961 1.7 -0.5 2.1 2.9 -1.7 30.56 3898 1.7 -1.0 1.9 2.7 -2.0 27.32 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.3 -0.1 0.0 -0.1 -0.3 73.95 3897 -0.4 -0.1 0.1 -0.1 -0.4 73.40 3960 -0.1 -0.0 0.0 -0.0 -0.1 88.03 3961 -0.1 -0.1 0.0 -0.1 -0.1 71.36 3898 -0.5 -0.2 0.1 -0.2 -0.5 72.03 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.4 0.2 3897 -0.3 0.2 3960 -0.3 0.2 3961 -0.4 0.2 3898 -0.4 0.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent -52.2 -4.4 -34.9 14.0 -70.6 -62.19 3897 -84.0 17.1 -28.6 24.6 -91.5 -75.23 3960 -87.6 -25.9 -41.2 -5.3 -108.2 -63.42 3961 -20.4 -26.1 -41.2 18.1 -64.6 -43.00 3898 -16.6 17.3 -28.6 33.6 -32.9 -60.35 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ----------


Cent -12.7 -5.5 6.3 -1.9 -16.4 59.80 3897 -25.9 -12.7 5.3 -10.8 -27.8 70.75 3960 -4.8 -2.4 6.6 3.1 -10.3 49.95 3961 -5.0 -4.6 6.6 1.7 -11.4 45.86 3898 -15.4 -2.2 5.5 -0.2 -17.4 70.23 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -18.8 -1.5 3897 -23.9 -11.1 3960 -23.9 11.1 3961 -13.7 8.2 3898 -13.7 -14.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -684.0 221.5 -481.4 429.6 -892.0 -66.62 3897 -538.9 191.1 -490.2 437.3 -785.1 -63.33 3960 -533.9 251.9 -472.5 473.5 -755.5 -64.87 3961 -829.4 252.3 -472.4 429.5 -1006.6 -69.43 3898 -834.8 190.8 -490.3 387.5 -1031.5 -68.14 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 58.4 13.9 -3.6 58.7 13.6 -4.65 3897 88.7 15.4 -8.6 89.7 14.4 -6.62 3960 22.0 -2.7 1.8 22.2 -2.9 4.09 3961 21.8 6.1 0.5 21.8 6.1 1.67 3898 100.9 37.1 -9.8 102.4 35.6 -8.55 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 85.5 -51.5 3897 78.8 -61.2 3960 78.8 -37.9 3961 92.1 -41.6 3898 92.2 -65.2 ELEM MAT SEC LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE ------ ------ ------ -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- 3933 1 4 E1 (RS) Cent 304.4 42.7 90.5 332.6 14.4 17.34 3898 264.7 37.3 92.1 297.4 4.6 19.51 3961 263.8 48.2 88.9 295.7 16.3 19.75 3853 344.3 48.3 88.9 368.9 23.7 15.49 2573 345.3 37.2 92.2 370.7 11.7 15.45 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 17.0 3.2 4.8 18.5 1.7 17.31 3898 30.6 10.8 4.6 31.6 9.8 12.50 3961 5.7 0.7 3.4 7.5 -1.0 26.72 3853 9.7 2.0 4.2 11.6 0.2 23.84 2573 23.4 1.8 5.2 24.6 0.6 12.74 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 23.7 4.3 3898 29.3 11.9 3961 29.3 10.0 3853 19.8 6.5 2573 19.8 16.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- E2 (RS) Cent 69.4 8.2 15.9 73.2 4.4 13.71 3898 47.6 10.3 16.0 53.5 4.4 20.34 3961 47.6 8.0 15.8 53.2 2.5 19.28 3853 94.8 8.0 15.8 97.5 5.2 10.01 2573 94.7 10.3 16.0 97.6 7.4 10.40 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 9.5 1.9 5.7 12.5 -1.2 28.07 3898 11.6 7.0 4.4 14.2 4.3 31.42 3961 6.7 1.9 5.1 9.9 -1.3 32.24 3853 6.7 3.0 6.4 11.5 -1.8 36.98 2573 21.1 5.2 4.7 22.3 3.9 15.32 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 15.6 10.8


3898 9.3 18.2 3961 9.3 4.8 3853 27.8 4.0 2573 27.8 26.3 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Ez (RS) Cent 18.7 3.7 6.6 21.2 1.2 20.61 3898 15.8 4.4 6.4 18.7 1.5 24.24 3961 15.8 3.2 6.8 18.7 0.2 23.45 3853 23.4 3.2 6.8 25.4 1.1 16.90 2573 23.4 4.4 6.4 25.4 2.4 17.05 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 4.2 0.6 1.5 4.7 -0.0 20.19 3898 4.9 1.4 1.2 5.3 1.0 17.61 3961 3.0 0.8 1.4 3.7 0.1 26.78 3853 1.7 0.7 1.8 3.1 -0.7 37.59 2573 8.5 1.7 1.3 8.8 1.4 10.25 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 6.3 2.8 3898 3.3 4.4 3961 3.3 1.5 3853 10.1 1.4 2573 10.1 6.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- PP Cent 20.6 -33.5 63.3 62.3 -75.2 33.44 3898 31.4 -37.2 62.2 68.1 -73.9 30.56 3961 32.0 -29.7 64.4 72.5 -70.2 32.18 3853 9.7 -29.7 64.4 57.3 -77.3 36.49 2573 9.0 -37.2 62.2 52.2 -80.4 34.80 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -41.2 -5.5 -2.7 -5.3 -41.4 -85.72 3898 -51.2 -4.2 2.9 -4.0 -51.4 86.44 3961 -23.7 -6.1 -6.0 -4.2 -25.6 -72.87 3853 -10.4 1.5 -7.7 5.3 -14.2 -63.77 2573 -79.2 -13.4 4.9 -13.1 -79.6 85.80 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -59.6 17.3 3898 -35.2 19.7 3961 -35.2 0.7 3853 -84.0 14.5 2573 -84.0 34.4 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SP Cent 69.4 -11.4 21.8 75.0 -17.0 14.19 3898 51.9 -11.5 21.8 58.7 -18.3 17.29 3961 52.0 -11.4 21.9 58.8 -18.2 17.30 3853 87.0 -11.4 21.9 91.6 -16.1 11.98 2573 87.0 -11.5 21.8 91.6 -16.1 11.97 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -7.4 -2.1 3.5 -0.3 -9.2 63.65 3898 -13.3 -6.5 3.4 -5.1 -14.8 67.41 3961 -2.1 -0.6 2.5 1.3 -4.0 53.54 3853 -6.5 -1.9 3.1 -0.3 -8.1 63.54 2573 -7.9 0.8 3.8 2.2 -9.4 69.37 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -7.5 -4.2 3898 -12.6 -9.7 3961 -12.6 4.3 3853 -2.4 1.4 2573 -2.4 -12.8 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- SA Cent -8.2 11.8 -18.7 23.0 -19.4 -59.08


3898 -23.8 8.7 -19.6 17.9 -33.0 -64.81 3961 -23.2 14.9 -17.8 22.0 -30.2 -68.51 3853 7.4 15.0 -17.8 29.4 -7.0 -51.01 2573 6.9 8.7 -19.6 27.4 -11.9 -46.30 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -12.3 -0.9 -5.7 1.4 -14.6 -67.44 3898 -10.2 3.2 -3.7 4.2 -11.2 -75.47 3961 -12.0 -3.8 -5.6 -1.0 -14.8 -63.19 3853 -0.5 2.0 -7.0 7.8 -6.4 -50.19 2573 -26.1 -5.4 -3.2 -4.9 -26.6 -81.30 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -15.1 7.2 3898 0.5 12.3 3961 0.5 -6.9 3853 -30.7 1.9 2573 -30.7 21.7 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Neve Cent 1.7 -0.6 1.2 2.2 -1.0 22.72 3898 1.7 -0.7 1.1 2.2 -1.1 21.55 3961 1.8 -0.4 1.2 2.3 -1.0 23.71 3853 1.7 -0.4 1.2 2.3 -1.0 23.94 2573 1.7 -0.7 1.1 2.2 -1.1 21.73 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -0.3 -0.1 0.1 -0.1 -0.3 77.69 3898 -0.4 -0.1 0.1 -0.1 -0.5 75.94 3961 -0.1 -0.0 0.0 -0.0 -0.1 80.13 3853 -0.2 -0.0 0.0 -0.0 -0.2 80.58 2573 -0.5 -0.1 0.1 -0.0 -0.5 77.56 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -0.4 0.0 3898 -0.4 -0.1 3961 -0.4 0.1 3853 -0.4 0.1 2573 -0.4 -0.1 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta Cent 66.9 12.1 -29.9 80.1 -1.1 -23.75 3898 -13.6 20.8 -27.4 35.9 -28.7 -61.05 3961 -15.0 3.4 -32.5 28.0 -39.5 -52.89 3853 147.6 3.3 -32.5 154.6 -3.7 -12.12 2573 149.2 20.9 -27.4 154.8 15.3 -11.55 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent -10.2 -2.5 6.0 0.8 -13.4 61.46 3898 -17.3 -9.1 5.0 -6.8 -19.7 64.76 3961 -5.3 -0.9 5.1 2.5 -8.6 56.58 3853 -13.8 -3.4 6.1 -0.6 -16.6 65.34 2573 -4.6 3.8 5.1 6.2 -7.0 64.66 NODE Vxx Vyy ---- ------ ---------- ---------- Cent -1.6 -9.8 3898 -13.1 -18.2 3961 -13.1 5.3 3853 10.0 -1.3 2573 10.0 -25.2 LC NODE Fxx Fyy Fxy Fmax Fmin ANGLE -------- ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Spinta(E) Cent -992.6 124.0 -272.5 186.9 -1055.6 -76.99 3898 -855.5 106.0 -277.7 180.5 -929.9 -74.99 3961 -852.5 142.0 -267.2 209.2 -919.8 -75.87 3853 -1130.1 142.1 -267.2 196.0 -1183.9 -78.61 2573 -1133.3 105.8 -277.8 165.3 -1192.8 -77.93 NODE Mxx Myy Mxy Mmax Mmin ANGLE ---- ------ ---------- ---------- ---------- ---------- ---------- ---------- Cent 57.6 9.3 -7.0 58.6 8.3 -8.09 3898 98.4 28.0 -8.4 99.4 27.0 -6.73


3961 22.6 1.5 -3.5 23.1 1.0 -9.09 3853 25.1 2.4 -4.0 25.8 1.7 -9.61 2573 84.7 4.9 -10.1 86.0 3.6 -7.10 NODE Vxx Vyy ---- ------ ---------- ---------- Cent 82.2 -2.2 3898 89.1 17.1 3961 89.1 -25.6 3853 75.3 -21.7 2573 75.3 21.2 ____________________________________________________________________________________________________

i. indice - ufficio territoriale portuale di salerno · coefficiente di spinta a riposo (per un...

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