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Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
sterh
olz-S
charm
beck
Frank Blasek •••• Beratender Ingenieur
Am Kohlhof 10
D-27711 Osterholz-Scharmbeck
Tel. +49 4791-965 246-0
Fax +49 4791-965 246-2
info@ifb-blasek.de
STATISCHE BERECHNUNG
HERSTELLER: Kroftman Structures B.V. Postfach 158 NL-6900AD Zevenaar
ANSPRECHPARTNER: Herr Oscar Tiedink
PROJEKT: Stahl-Systemhalle Typ H509
GRUNDLAGEN: Zeichnungen des Herstellers
VORSCHRIFTEN: Allgemeine Bau- und DIN-Vorschriften DIN 1055 Lastannahmen DIN 18800 Stahlhochbau DIN 18808 Stahlbauten – Tragwerke aus Hohlprofile
BAUSTAHL: S355 J2 S450
Alle Anmerkungen in der Statik sind zu beachten.
Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
sterh
olz-S
charm
beck
Seite: 1
1. Inhaltsverzeichnis
1. Inhaltsverzeichnis 1
2. Allgemeine Anmerkungen 2
3. Karten für Windlastzonen und Schneelastzonen 3
4. Lastannahmen 5
POS. 1: Trapezblech Dacheindeckung (S450) 11
POS. 2: Pfette (QRo 40x1,5) 12
POS. 3: Rahmen in Achse B 17
POS. 4: Rückwand in Achse G 49
POS. 5: Vorderwand in Achse A 80
POS. 6: Befestigung der Trapezbleche u. Aussteifung in Längsrichtung 113
POS. 7: Fundament und Befestigung mit Bolzenankern 114
5. Zusammenfassung der Berechnungsergebnisse 115
Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
sterh
olz-S
charm
beck
Seite: 2
2. Allgemeine Anmerkungen Der Auftraggeber bietet Stahl-Systemhalle in verschiedenen Ausführungen an.
Die nachfolgende statische Berechnung beinhaltet die erforderlichen Nach-
weise für die Systemhalle Typ H509.
Die Systemhalle H509 besteht aus Stahlrahmen (Quadratrohre 50 x 3,0 mm,
Stützweite 5550 mm) im Abstand von 1508 mm.
Die Halle hat in Längsrichtung insgesamt 6 Felder. Die Anzahl der Felder ist
jedoch für diese Systemstatik unerheblich, da sich dadurch die Lasten je Feld
nicht ändern.
Die Dachneigung beträgt 12°.
Dach und Wände sind mit Trapezblechen (Material S450) verkleidet.
Im Rahmen einer Systemstatik sollen ermittelt werden, ob die Halle H509 für
• eine Windlast von 0,71 kN/m2 (Windzone 3, d.h. alle deutschen Gebiete mit
Ausnahme der Inseln und Küstengebiete) und
• eine Schneelast von sk = 1,40 kN/m2 (Schneelastzone 2 bis zu einer Höhe
von 450 m und Schneelastzone 3 bis zu einer Höhe von 325 m)
ausreichend bemessen ist.
Grundlagen:
Vorschriften: DIN 1055 Lastannahmen
DIN 18800 Stahlbau, Bemessung und Konstruktion
DIN 18808 Stahlbauten - Tragwerke aus Hohlprofile
Baustoffe: S355 J2 (gesamte Tragkonstruktion)
S450 (Trapezblech-Dacheindeckung)
Unterlagen: Zeichnungen vom Hersteller
Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
sterh
olz-S
charm
beck
Seite: 3
3.1. Windlastzonenkarte
Projekt Nr.: 1010-11
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Seite: 4
3.2. Schneelastzonenkarte
Ingenieurbüro Frank Blasek– Beratender Ingenieur Seite : Lastermittlung Wind & Schnee WS 01/2009 WinXP PROJEKT: 1010-11 KROFTMAN POS: H509-X
5
DIN 1055-4:03/2006 + Ber1:2006, DIN 1055-5:07/2005 GELÄNDE --------------------------------------------------- ----------------- Geländehöhe HüNN = 325.0 m Schneelastzone 3 Bodenschneelast s k= 1.40 kN/m² Windzone 3 ReferenzWind q ref = 0.47 kN/m² Geländekategorie Kat III Winddruck q = 0.71 kN/m² Referenzhöhe z e = 2.90 m GEBÄUDE --------------------------------------------------- ----------------- Maßstab 1 : 125
1,4
56,2
01,4
5
58 2,22 58 2,22
F
G
F
H J I
1,4
56,2
01,4
5
58 2,22 58 2,22
A B
1,16 4,44
5,60
2,3
05
2,9
0
E
9,1
0
2,305
Windrichtung
Gebäudehöhe h = 2.90 m Gebäudebreite lx = 5.60 m (d) Gebäudelänge ly = 9.10 m (b) Wandhöhe hw = 2.30 m mit Satteldach Neigung links αl = 12.0 Grad Überstand links ü l = 0.00 m Neigung rechts αr = 12.0 Grad
Ingenieurbüro Frank Blasek– Beratender Ingenieur Seite : Lastermittlung Wind & Schnee WS 01/2009 WinXP PROJEKT: 1010-11 KROFTMAN POS: H509-X
6
Überstand rechts ü r = 0.00 m Überstand Gieb.u ü u= 0.00 m Überstand Gieb.o ü o= 0.00 m LASTEN --------------------------------------------------- ----------------- SCHNEELAST linke Dachfläche Dachschneelast s i = 1.12 kN/m² rechte Dachfläche Dachschneelast s i = 1.12 kN/m² WINDLAST, Θ = 0 Grad Einflussbreite e = 5.80 m Einflussfäche A = 10.0 m² Bei Dachüberständen ist nach DIN 1055-4 als Windunt erströmung immer die Windlast der angrenzenden Wandfläche anzu setzen. h/d = 0.52; e/d = 1.04 Bereich Bauteil l[m] h[m] q[kN/m²] c pe,10 w[kN/m²] --------------------------------------------------- ----------------- D Wand links 9.1 0.71 0.74 0.52 E Wand rechts 9.1 0.71 -0.37 - 0.26 A Giebel un 1.2 0.71 -1.20 - 0.85 B 4.4 0.71 -0.80 - 0.57 A Giebel ob 1.2 0.71 -1.20 - 0.85 B 4.4 0.71 -0.80 - 0.57 Bereich Bauteil l x[m] l y[m] q[kN/m²] c pe,10 w[kN/m²] --------------------------------------------------- ----------------- F DF Giebel un 0.6 1.5 0.71 -1.14 - 0.81 G 0.6 6.2 0.71 -0.92 - 0.65 F DF Giebel ob 0.6 1.5 0.71 -1.14 - 0.81 H 2.2 9.1 0.71 -0.36 - 0.26 J 0.6 9.1 0.71 -0.88 - 0.62 I 2.2 9.1 0.71 -0.46 - 0.33
Ingenieurbüro Frank Blasek– Beratender Ingenieur Seite : Lastermittlung Wind & Schnee WS 01/2009 WinXP PROJEKT: 1010-11 KROFTMAN POS: H509 Y
7
DIN 1055-4:03/2006 + Ber1:2006, DIN 1055-5:07/2005 GELÄNDE --------------------------------------------------- ----------------- Geländehöhe HüNN = 325.0 m Schneelastzone 3 Bodenschneelast s k= 1.40 kN/m² Windzone 3 ReferenzWind q ref = 0.47 kN/m² Geländekategorie Kat III Winddruck q = 0.71 kN/m² Referenzhöhe z e = 2.90 m GEBÄUDE --------------------------------------------------- ----------------- Maßstab 1 : 125
56
2,2
46,3
0
1,40 1,40 1,40 1,40
F G G F
H H
I I
56
2,2
46,3
0
1,40 1,40 1,40 1,40
D
5,60
2,3
05
2,9
0
A
B
C
1,1
24,4
83,5
0
9,1
0
Windrichtung
Gebäudehöhe h = 2.90 m Gebäudebreite lx = 5.60 m (b) Gebäudelänge ly = 9.10 m (d) Wandhöhe hw = 2.30 m mit Satteldach Neigung links αl = 12.0 Grad Überstand links ü l = 0.00 m Neigung rechts αr = 12.0 Grad
Ingenieurbüro Frank Blasek– Beratender Ingenieur Seite : Lastermittlung Wind & Schnee WS 01/2009 WinXP PROJEKT: 1010-11 KROFTMAN POS: H509 Y
8
Überstand rechts ü r = 0.00 m Überstand Gieb.u ü u= 0.00 m Überstand Gieb.o ü o= 0.00 m LASTEN --------------------------------------------------- ----------------- SCHNEELAST linke Dachfläche Dachschneelast s i = 1.12 kN/m² rechte Dachfläche Dachschneelast s i = 1.12 kN/m² WINDLAST, Θ = 90 Grad Einflussbreite e = 5.60 m Einflussfäche A = 10.0 m² Bei Dachüberständen ist nach DIN 1055-4 als Windunt erströmung immer die Windlast der angrenzenden Wandfläche anzu setzen. h/d = 0.32; e/d = 0.62 Bereich Bauteil l[m] h[m] q[kN/m²] c pe,10 w[kN/m²] --------------------------------------------------- ----------------- A Wand links 1.1 0.71 -1.20 - 0.85 B 4.5 0.71 -0.80 - 0.57 C 3.5 0.71 -0.50 - 0.36 A Wand rechts 1.1 0.71 -1.20 - 0.85 B 4.5 0.71 -0.80 - 0.57 C 3.5 0.71 -0.50 - 0.36 D Giebel un 5.6 0.71 0.71 0.50 E Giebel ob 5.6 0.71 -0.32 - 0.23 Bereich Bauteil l x[m] l y[m] q[kN/m²] c pe,10 w[kN/m²] --------------------------------------------------- ----------------- F DF links 1.4 0.6 0.71 -1.36 - 0.97 G DF links 1.4 0.6 0.71 -1.30 - 0.92 G DF rechts 1.4 0.6 0.71 -1.30 - 0.92 F DF rechts 1.4 0.6 0.71 -1.36 - 0.97 H DF links 2.8 2.2 0.71 -0.60 - 0.43 H DF rechts 2.8 2.2 0.71 -0.60 - 0.43 I DF links 2.8 6.3 0.71 -0.56 - 0.40 I DF rechts 2.8 6.3 0.71 -0.56 - 0.40
Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
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olz-S
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Seite: 9
4. Lastannahmen 4.1 Eigengewicht H509:
Das Eigengewicht der Tragkonstruktion wird vom Berechnungs-Programm RFEM
automatisch berücksichtigt!
Dacheindeckung ca. 5 kg/m2 g1 = 0,05 kN/m2
Feldlänge 1,508 m => 0,05 x 1,508 => g´1 = 0,075 kN/m
Pfetten (QRo40x1,5) ca. 1,88 kg/m (Abstand 0,91) g2 = 0,02 kN/m2
Feldlänge 1,508 m => 0,020 x 1,508 => g´2 = 0,030 kN/m
=> Gesamtgewicht der Dachkonstruktion => g´ = 0,105 kN/m
4.2 Windlasten H509 gem. DIN1055-4:
DIN1055-5, Anhang A, Bild A.1, Windzone 3 => qref = 0,47 kN/m2
10.3, (4) a) Regelprofil Binnenland, h ≤ 7 m => q = 1,5 x qref => q = 0,71 kN/m2
auf linke Wand (Zone D, cpe = +0,74) => w1 = 0,52 kN/m2
auf Dach, 0 < l < 0,60m (Zone F, cpe = -1,14) => w2 = -0,81 kN/m2
auf Dach, 0,60 < l < 2,80m (Zone H, cpe = -0,36) => w3 = -0,26 kN/m2
auf Dach, 2,80 < l < 3,40m (Zone J, cpe = -0,88) => w4 = -0,62 kN/m2
auf Dach, 3,40 < l < 5,60m (Zone I, cpe = -0,46) => w5 = -0,33 kN/m2
auf rechte Wand (Zone E, cpe = -0,37) => w6 = -0,26 kN/m2
=> auf linke Wand (Zone D) +0,52 x 1,508 => w´1 = +0,784 kN/m
=> auf Dach, 0 < l < 0,60m (Zone F) -0,81 x 1,508 => w´2 = -1,221 kN/m
=> auf Dach, 0,60 < l < 2,80m (Zone H) -0,26 x 1,508 => w´3 = -0,392 kN/m
=> auf Dach, 2,80 < l < 3,40m (Zone J) -0,62 x 1,508 => w´4 = -0,935 kN/m
=> auf Dach, 3,40 < l < 5,60m (Zone I) -0,33 x 1,508 => w´5 = -0,498 kN/m
=> auf rechte Wand (Zone E) -0,26 x 1,508 => w´6 = -0,392 kN/m
Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
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olz-S
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Seite: 10
4.3 Schneelasten H509:
Schneelast gem. DIN1055-5, Zone 3, h < 325 m => sk = 1,40 kN/m2
auf linke Dachfläche => si = 1,12 kN/m2
auf rechte Dachfläche => si = 1,12 kN/m2
=> auf linke Dachfläche 1,12 x 1,508 => s´i = 1,689 kN/m
=> auf rechte Dachfläche 1,12 x 1,508 => s´i = 1,689 kN/m
Projekt Nr.: 1010-11
Ingenieurbüro
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lasek •• •• B
eratender Ingenieur •• •• A
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ohlhof 10 •• •• D
-27711 O
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Seite: 11
POS. 1 Trapezblech (ähnlich Profil 24.258/4, Material S450)
a) Dach mit Schneelast H509:
Stützweite (H509) = 0,91 m
Max. Schneelast: si = 1,12 kN/m2
Bemessungstabelle 25.258/4, Einfeldträger:
zul. q (l = 0,91 m, f < l/150) > 5,24 kN/m => Ausnutzung 1,12/5,24 = 0,21 < 1,0
b) Wand mit Winddruck H509:
Rückwand H509, Stützweite = 1,80 m, w1 = 0,52 kN/m2
Bemessungstabelle 25.258/4, Einfeldträger, Z 2:
zul. q (l = 1,80 m, f < l/150) = 1,13 kN/m
=> Ausnutzung 0,52/1,13 = 0,46 < 1,0 kein weiterer Nachweis notwendig
Projekt Nr.: 1010-11
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Seite: 12 POS. 2 Pfette (QRo 40x1,5)
a) Eigengewicht Dacheindeckung, Stützweite 1,508 m:
Dacheindeckung g = 0,05 kN/m2
Pfettenabstand 0,91 m => 0,05 x 0,91 => g´ = 0,046 kN/m
b) Windlast, Stützweite 1,508 m:
Max. Windsog (Zone F) w2 = -0,81 kN/m2
Pfettenabstand 0,91 m => (Zone F) -0,81 x 0,91 => w´2 = -0,737 kN/m
c) Schneelast, Stützweite 1,508 m:
Schneelast gem. DIN1055-5, Zone 3, h < 325 m => sk = 1,40 kN/m2
Max. Schneelast si = 1,12 kN/m2
Pfettenabstand 0,91 m => 1,12 x 0,91 => s´i = 1,019 kN/m
Aufteilung der Last in 2-achsige Belastung, da Pfette um 12° geneigt ist:
Vertikalkraft auf Pfette: (0,046 + 1,019) kN/m2 x cos 12° => s´iV = 1,042 kN/m
Horizontalkraft auf Pfette (0,046 + 1,019) kN/m2 x sin 12° => s´iH = 0,221 kN/m
Ingenieurbüro Frank Blasek– Beratender Ingenieur Seite : Durchlaufträger DLT 01/2010/A WinXP PROJEKT: 1010-11 KROFTMAN POS: 2 Bezeichnung: Pfette H509
13
Maßstab 1 : 10
1,508
1.1
2
1.0
4
vert.
horiz. 0.28 0.22
Stahlträger 2-achsig S 355 E-Modul E = 21000 kN/cm2 SYSTEM Länge Querschnittswerte --------------------------------------------------- ----------------- Feld L (m) QNr. I (cm4) Wo (cm3 ) Wu (cm3) 1 1.508 konstant 1 5.7 2.9 2.9 RRO40x40x1,5(sd) Querschnittsabmessungen : mit Profilhöhe = h , a oder D --------------------------------------------------- ----------------- Quersch. Profil Außenmaße Wanddicken Ra dius unten Nr. h b s t r bu tu (mm) (mm) (mm) (mm) ( mm) (mm) (mm) 1 Rechteckroh 40 40 1.5 TRÄGERBEZOGENE LASTEN (kN,m) --------------------------------------------------- ----------------- BELASTUNG Lasttyp : 1=Gleichlast über L , 2=Einze llast bei a (kN,m) 3=Einzelmoment bei a , 4=Trape zlast von a - a+b 5=Dreieckslast über L, 6=Trape zlast über L --------------------------------------------------- ----------------- Typ EG Gr VK g_l/r q_l/r Fak. Abst. Lb /Lc ausPOS Phi 4 J 0.000 0.000 1.042 1.000 0.000 1 .508 0.000 1.120 4 J 0.000 0.000 0.221 1.000 0.000 1 .508 90.0 0.000 0.280 Eigengewicht des Trägers ist mit Gamma = 78.5 kN/m3 berücksichtigt. Einwirkungen: Nr Kl Bezeichnung ψ0 ψ1 ψ2 γ --------------------------------------------------- ----------------- J 3 Schnee bis NN +1000m 0.50 0.20 0.0 0 1.50 In den folgenden Tabellen steht am Ende der Zeilen ein Verweis auf die Nummer der zug. Überlagerung (siehe unten). In Tabellen mit Gammafachen Schnittgrößen steht zus ätzlich ein Verweis auf die Leiteinwirkung.
Ingenieurbüro Frank Blasek– Beratender Ingenieur Seite : Durchlaufträger DLT 01/2010/A WinXP PROJEKT: 1010-11 KROFTMAN POS: 2 Bezeichnung: Pfette H509
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Ergebnisse für 1-fache Lasten --------------------------------------------------- ----------------- SCHNITTGRÖßEN max/min My ( kNm , kN ) Feld x maxMy zugMz zugVz zugVy minMy zu gMz zugVz zugVy --------------------------------------------------- ----------------- 1 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.75 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1.51 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Auflagerkräfte ( kN ) --------------------------------------------------- ----------------- Stütze aus g max q min q Vollast max min 1 z 0.01 0.81 0.00 0.82 0.8 2 0.01 y 0.00 0.18 0.00 0.18 0.1 8 0.00 2 z 0.01 0.82 0.00 0.84 0.8 4 0.01 y 0.00 0.20 0.00 0.20 0.2 0 0.00 Auflagerkräfte ( kN ) --------------------------------------------------- ----------------- Stütze 1 Stütze 2 EG max min max min g z 0.0 0.0 0.0 0.0 y 0.0 0.0 0.0 0.0 J z 0.8 0.0 0.8 0.0 y 0.2 0.0 0.2 0.0 --------------------------------------------------- ----------------- Sumz 0.8 0.0 0.8 0.0 y 0.2 0.0 0.2 0.0 Ergebnisse für γ-fache Lasten SCHNITTGRÖßEN max/min My ( kNm , kN ) Feld x maxMy zugMz zugVz zugVy minMy zu gMz zugVz zugVy --------------------------------------------------- ----------------- 1 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.75 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1.51 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maßstab 1 : 20
0.11
Mzd[kNm]0.030.060.090.12
-0.29
0.27
-0.08-0.16-0.24-0.32Vyd[kN]
0.070.140.210.28
0.47
Myd[kNm]
0.2
0.4
0.6
Ingenieurbüro Frank Blasek– Beratender Ingenieur Seite : Durchlaufträger DLT 01/2010/A WinXP PROJEKT: 1010-11 KROFTMAN POS: 2 Bezeichnung: Pfette H509
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0.01
-1.26
1.23
-0.01
-0.4
-0.8
-1.2
-1.6Vzd[kN]
0.4
0.8
1.2
1.6 B e m e s s u n g : S 355 f_y,d = f_y,k / 1.1 = 327.3 N/mm2 Bemessungsschnittgrößen Feld x Myd Qzd Mzd Qyd Nr. (m) (kNm) (kN) (kNm) (kN) komb --------------------------------------------------- ----------------- 1 0.000 0.0 1.2 0.0 0.3 J 4 0.754 0.5 0.0 0.1 0.0 J 4 1.508 0.0 -1.3 0.0 -0.3 J 4 Normalspannungen Feld x σZ σD τ σV η Nr. (m) ( N/mm2 ) komb --------------------------------------------------- ----------------- 1 0.000 0.0 0.0 11.9 20.7 0.06 J 4 0.754 201.1 -201.1 0.1 201.1 0.61 J 4 1.508 0.0 0.0 12.2 21.2 0.06 J 4 Zulässige Durchbiegungen : im Feld zul f = L / 200 Feld x fg ftot f zulf η Nr. (m) (cm) (cm) (cm) (cm) komb --------------------------------------------------- ----------------- 1 z 0.754 0.01 0.62 y 0.00 0.14 0.632 0.754 0.84 4
Ingenieurbüro Frank Blasek– Beratender Ingenieur Seite : Durchlaufträger DLT 01/2010/A WinXP PROJEKT: 1010-11 KROFTMAN POS: 2 Bezeichnung: Pfette H509
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In der folgenden Tabelle sind die Lasten mit der in ternen Numerierung angegeben. Die anschließende Tabelle de r gerechneten Kombinationen referenziert auf diese Nummern. BELASTUNG Lasttyp : 1=Gleichlast über L , 2=Einze llast bei a (kN,m) 3=Einzelmoment bei a , 4=Trape zlast von a - a+b 5=Dreieckslast über L, 6=Trape zlast über L --------------------------------------------------- ----------------- Nr. Feld Typ Grp g1 q1 g2 q2 Fakto r Abstand Länge 1 1 4 J 1 0.00 1.04 0.00 1.12 1.00 0.00 1.51 2 4 J 2 0.00 0.00 0.00 0.00 1.00 0.00 1.51 y 0.00 0.22 0.00 0.28 Gerechnete Kombinationen aus 2 Lasten Last K1 K2 K3 K4 --------------------------------------------------- ----------------- g g g g 1 . x . x 2 . . x x Die vorstehenden Kombinationen werden wie folgt bea rbeitet: Beim Nachweis der Tragsicherheit werden die ständig en Lasten alle gleichzeitig alternierend mit GammaG = 1,00 / 1,35 beaufschlagt. Wenn in einer Kombination p-Lasten aus unterschiedl ichen Einwirkungen vorhanden sind, dann wird jeweils untersucht, welch e Einwirkung die Leiteinwirkung ist. Die Auswirkung der Lasteinwirkungsdauer wird ebenfa lls geprüft.
Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
sterh
olz-S
charm
beck
Seite: 17 POS. 3 Rahmen H509 in Achse B M 1:50
a) Eigengewicht Dacheindeckung, Stützweite 1,508 m:
Trapezblech 0,05 x 1,508 g´1 = 0,075 kN/m
Pfetten 0,019 x 1,508 g´2 = 0,029 kN/m
=> Gesamtgewicht Dachkonstruktion => g´ = 0,104 kN/m
Eigengewicht Wandverkleidung, Stützweite 1,508 m:
Trapezblech 0,05 x 1,508 g´ = 0,075 kN/m
b) Windlasten, Stützweite 1,508 m:
auf linke Wand (Zone D) +0,52 x 1,508 w´1 = +0,784 kN/m
auf Dach, 0 < l < 0,60m (Zone F) -0,81 x 1,508 w´2 = -1,221 kN/m
auf Dach, 0,60 < l < 2,80m (Zone H) -0,26 x 1,508 w´3 = -0,392 kN/m
auf Dach, 2,80 < l < 3,40m (Zone J) -0,62 x 1,508 w´4 = -0,935 kN/m
auf Dach, 3,40 < l < 5,60m (Zone I) -0,33 x 1,508 w´5 = -0,498 kN/m
auf rechte Wand (Zone E) -0,26 x 1,508 w´6 = -0,392 kN/m
c) Schneelasten, Stützweite 1,508 m:
auf linke Dachfläche 1,12 x 1,508 => s´i = 1,689 kN/m
auf rechte Dachfläche 1,12 x 1,508 => s´i = 1,689 kN/m
INHALT
Inhalt ................................................................................................................................ 18Basisangaben ................................................................................................................. 18Grafik - Struktur ............................................................................................................... 19Strukturdaten Knoten .......................................................................................................................... 20 Querschnitte ................................................................................................................. 20 Materialien .................................................................................................................... 21 Stabendgelenke ........................................................................................................... 21 Stäbe ............................................................................................................................ 21 Auflager ........................................................................................................................ 22 Starre Kopplungen ....................................................................................................... 22Belastungen Basisangaben der Lastfälle ........................................................................................ 22 LF 1 - Eigengewicht und Aufbau ................................................................................ 22 LF 2 - Schnee sk=1,40 kN/m2 .................................................................................... 22 LF 3 - Wind in +X q=0,71 kN/m2 ................................................................................ 22 LF 4 - Stabilisierungslast V/100 .................................................................................. 23LF-, LG-Ergebnisse LF-Gruppen ................................................................................................................. 23 Daten zur Theorie II. Ordnung .................................................................................... 23Grafik - Belastung ........................................................................................................ 24 Schnittgrößen stabbezogen ........................................................................................ 25 Auflagerkräfte und -momente ..................................................................................... 36Grafik - Ergebnisse ...................................................................................................... 38Grafik - Ergebnisse ...................................................................................................... 39Grafik - Ergebnisse ...................................................................................................... 40Grafik - Ergebnisse ...................................................................................................... 41Grafik - Ergebnisse ...................................................................................................... 42STAHL ............................................................................................................................. 43STAHL1 - Spannungsanalyse ....................................................................................... 43 Basisangaben .............................................................................................................. 43 Grenzspannungen ....................................................................................................... 43 Querschnitte ................................................................................................................. 43 Ergebnisse ................................................................................................................... 43 Max. Spannungen in Querschnitten .......................................................................... 43 Max. Spannungen in Stäben ...................................................................................... 44 Maßgebende Schnittgrößen - [Sigma-v] ................................................................... 47Grafik - SPANNUNGSAUSNUTZUNG ...................................................................... 48
BASISANGABEN
BERECHNUNGSART
Statik Theorie I. Ordnung Nachweis Theorie II. Ordnung Dynamik Seiltheorie
Lastfälle Bemessungsfälle LF-Gruppen Dynamikfälle LF-Kombinationen Knickfiguren
STRUKTURKENNWERTE
1D-Durchlaufträger 34 Knoten 47 Stäbe 2D-Stabwerk 1 Materialien 0 Seilstäbe 3D-Stabwerk 3 Querschnitte 0 Voutenstäbe Trägerrost 2 Stabendgelenke 0 El. gebet. Stäbe
0 Stabteilungen 0 Stabzüge
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STRUKTUR
Y
Z
X
910 59
6 45
7
5613
1 6
1
2 1
8
6742 72
3 29
8 7
53 8
14
13
1
11
311
1210
813
1011
15
12
10
16
13
11
17
1213
18
14
12
20
14
17
19
15
14
2116
15
23
18
17
2218
1624
15
20
25
16
19
26
19
18
27
20
19
28
17
21
29
21
20
31
42 2731
38 262739
27
28
30
22
21
31
2223
34
23
32 43
3228
32
24
22
33
25
23
40
28
29 46
33
32
35
2425
44
3329
36
30
24 37
34
25
41
30
2947
34
3345
3430
Isometrie
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KNOTEN
Knoten-Nr.
Koordinaten-system
Bezugs-Knoten
KnotenkoordinatenX [mm] Y [mm] Z [mm]
1 Kartesisch - -2780.0 0.0 1835.02 Kartesisch - -2780.0 0.0 2185.03 Kartesisch - -2780.0 0.0 2278.04 Kartesisch - -2775.0 -80.0 0.0
Gelagert
5 Kartesisch - -2775.0 0.0 0.0Gelagert
6 Kartesisch - -2775.0 0.0 1835.07 Kartesisch - -2775.0 0.0 2185.0
Gelagert
8 Kartesisch - -2775.0 0.0 2275.09 Kartesisch - -2775.0 80.0 0.0
Gelagert
10 Kartesisch - -2686.6 0.0 2293.711 Kartesisch - -2686.6 0.0 2298.712 Kartesisch - -2491.0 0.0 2335.413 Kartesisch - -2491.0 0.0 2340.414 Kartesisch - -2271.8 0.0 2382.015 Kartesisch - -195.6 0.0 2823.416 Kartesisch - -97.8 0.0 2844.217 Kartesisch - 0.0 0.0 2382.018 Kartesisch - 0.0 0.0 2865.0
Gelagert
19 Kartesisch - 97.8 0.0 2844.220 Kartesisch - 195.6 0.0 2823.421 Kartesisch - 2271.8 0.0 2382.022 Kartesisch - 2491.0 0.0 2335.423 Kartesisch - 2491.0 0.0 2340.424 Kartesisch - 2686.6 0.0 2293.725 Kartesisch - 2686.6 0.0 2298.726 Kartesisch - 2775.0 -80.0 0.0
Gelagert
27 Kartesisch - 2775.0 0.0 0.0Gelagert
28 Kartesisch - 2775.0 0.0 1835.029 Kartesisch - 2775.0 0.0 2185.0
Gelagert
30 Kartesisch - 2775.0 0.0 2275.031 Kartesisch - 2775.0 80.0 0.0
Gelagert
32 Kartesisch - 2780.0 0.0 1835.033 Kartesisch - 2780.0 0.0 2185.034 Kartesisch - 2780.0 0.0 2278.0
QUERSCHNITTE
Quer.-Nr.
Mater.-Nr.
Querschnitts-Bezeichnung
IT A
I2 A2
I3 [mm4]A3 [mm2]
QRO 50x3,0 (EN 10210-2) QRO 25x2,0 (EN 10210-2)
2B 50/50/6
1 1 QRO 50x3,0 (EN 10210-2) 318998. 201989. 201989.554.3
2 1 QRO 25x2,0 (EN 10210-2) 25010. 15609. 15609.179.7
3 1 2B 50/50/6 6656. 125000. 472200.600.0
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MATERIALIEN
Mater.-Nr.
Material-Bezeichnung
E-Modul[N/mm2]
Schubmodul[N/mm2]
Sp. Gewicht[N/mm3]
Wärmedehn.[1/°C]
1 S 355 J2 2.100E+05 8.100E+04 7.850E-05 1.200E-05
STABENDGELENKE
Gelenk-Nr.
Bezugs-Achse
N/Q-Gelenk bzw. Feder [N/mm]1-Normal 2-Schub 3-Schub
T/M-Gelenk bzw. Feder [Nmm/rad]1-Torsion 2-Biegung 3-Biegung
1 Lokal Nein Nein Nein Nein Ja Nein2 Lokal Ja Nein Ja Nein Ja Ja
STÄBE
Stab-Nr.
Stab-typ
KnotenAnf. Ende
Beta[°]
QuerschnittAnf. Ende
GelenkAnf. Ende
Teil.-Nr.
Länge[mm]
Stab-lage
L o ka le s S ta b a ch se n s y s tem
1 1 b
3
2 2 b
3 b
β
X
ZY
h ie r n e g a t ivβ
i
j
1 Balken 2 1 0.00 3 3 - - - 350.0 VERT2 Balken 3 2 0.00 3 3 - - - 93.0 VERT3 Starre Kop 1 6 0.00 - - - 5.0 HORI4 Fachwerks 2 7 0.00 3 3 - - - 5.0 HORI5 Fachwerks 3 8 0.00 3 3 - - - 5.8 ALLG6 Balken 4 5 90.00 1 1 - - - 80.0 HORI7 Balken 5 6 0.00 1 1 - - - 1835.0 VERT8 Balken 6 7 0.00 1 1 - - - 350.0 VERT9 Balken 8 7 0.00 1 1 2 - - 90.0 VERT
10 Balken 5 9 90.00 1 1 - - - 80.0 HORI11 Balken 3 11 0.00 3 3 - - - 95.7 ALLG12 Balken 10 8 0.00 1 1 - - - 90.4 ALLG13 Fachwerks 10 11 0.00 3 3 - - - 5.0 VERT14 Balken 13 1 0.00 3 3 - - - 582.2 ALLG15 Balken 12 10 0.00 1 1 - - - 200.0 ALLG16 Balken 13 11 0.00 3 3 - - - 200.0 ALLG17 Starre Kop 12 13 0.00 - - - 5.0 VERT18 Balken 14 12 0.00 1 1 - - - 224.1 ALLG19 Balken 15 14 0.00 1 1 - - - 2122.6 ALLG20 Balken 14 17 0.00 2 2 1 - - 2271.8 HORI21 Balken 16 15 0.00 1 1 - - - 100.0 ALLG22 Balken 18 16 0.00 1 1 - - - 100.0 ALLG23 Fachwerks 18 17 0.00 2 2 - - - 483.0 VERT24 Balken 15 20 0.00 3 3 - - - 391.3 HORI25 Balken 16 19 0.00 3 3 - - - 195.6 HORI26 Balken 19 18 0.00 1 1 - 2 - 100.0 ALLG27 Balken 20 19 0.00 1 1 - - - 100.0 ALLG28 Balken 17 21 0.00 2 2 - 1 - 2271.8 HORI29 Balken 21 20 0.00 1 1 - - - 2122.6 ALLG30 Balken 22 21 0.00 1 1 - - - 224.1 ALLG31 Starre Kop 22 23 0.00 - - - 5.0 VERT32 Balken 24 22 0.00 1 1 - - - 200.0 ALLG33 Balken 25 23 0.00 3 3 - - - 200.0 ALLG34 Balken 23 32 0.00 3 3 - - - 582.2 ALLG35 Fachwerks 24 25 0.00 3 3 - - - 5.0 VERT36 Balken 30 24 0.00 1 1 - - - 90.4 ALLG37 Balken 34 25 0.00 3 3 - - - 95.7 ALLG38 Balken 26 27 90.00 1 1 - - - 80.0 HORI39 Balken 27 28 0.00 1 1 - - - 1835.0 VERT40 Balken 28 29 0.00 1 1 - - - 350.0 VERT41 Balken 30 29 0.00 1 1 2 - - 90.0 VERT42 Balken 27 31 90.00 1 1 - - - 80.0 HORI43 Starre Kop 32 28 0.00 - - - 5.0 HORI44 Fachwerks 33 29 0.00 3 3 - - - 5.0 HORI45 Fachwerks 34 30 0.00 3 3 - - - 5.8 ALLG46 Balken 33 32 0.00 3 3 - - - 350.0 VERT47 Balken 34 33 0.00 3 3 - - - 93.0 VERT
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AUFLAGER
Lager-Nr.
GelagerteKnoten
Drehung [°]Alpha Beta
Festes Auflager bzw. Feder [N/mm] [Nmm/rad]in X in Y in Z um X um Y um Z
1 4,9,26,31 0.0 0.0 Ja Ja Ja Ja Ja JaGelenkig
2 7,18,29 0.0 0.0 Nein Ja Nein Nein Nein Nein3 5,27 0.0 0.0 Nein Nein Ja Nein Nein Nein
STARRE KOPPLUNGEN
Koppl.-Nr.
Starre Kopplung anStäben
Starre Verbindung inX Y Z
Starre Einspannung umX Y Z
1 3,17,31,43 Ja Ja Ja Ja Ja Ja
BASISANGABEN DER LASTFÄLLE
LF-Nr. LF-Bezeichnung Faktor Überlagerungsart Eigengewicht
1 Eigengewicht und Aufbau 1.00 Ständig -1.052 Schnee sk=1,40 kN/m2 1.00 Veränderlich -3 Wind in +X q=0,71 kN/m2 1.00 Veränderlich -4 Stabilisierungslast V/100 1.00 Veränderlich -
STABLASTEN LF 1
Nr.BelasteteStäbe
Last-art
Last-Richtung
Parameter [kN, kNm, m, °C, kN/m, kNm/m]P1
Z - G lobal in Z-R ich tung
Z
Bezugslänge
G - I n Z -R ic h tu n g a ls G e w ic h t
Z
B ez u
g slä n
g e
1 12,15,18,19,21,22,26 1 G 0.104,27,29,30,32,36
2 7-9,39-41 1 Z -0.075
STABLASTEN LF 2
Nr.BelasteteStäbe
Last-art
Last-Richtung
Parameter [kN, kNm, m, °C, kN/m, kNm/m]P1
1 12,15,18,19,21,22,26 1 G 1.689,27,29,30,32,36
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STABLASTEN LF 3
Nr.BelasteteStäbe
Last-art
Last-Richtung
Parameter [kN, kNm, m, °C, kN/m, kNm/m]P1 P2 A B
X - Global in X-Richtung
X
Bezugslänge
3 - Loka l in 3 -R ich tung
Bezugslän
ge
1
3
1 7-9 1 X 0.7842 12,15,18 1 3 -1.2213 19 4 3 -1.221 -1.221 0.000 0.0864 29 4 3 -0.498 -0.498 0.000 0.0865 30,32,36 1 3 -0.4986 39-41 1 X 0.3927 19 4 3 -0.392 -0.392 0.086 2.122589 29 4 3 -0.935 -0.935 0.086 2.12258
11 21 4 3 -0.392 -0.392 0.000 0.10012 22 4 3 -0.392 -0.392 0.000 0.1000213 27 4 3 -0.935 -0.935 0.000 0.10014 26 4 3 -0.935 -0.935 0.000 0.10002
KNOTENKRÄFTE LF 4
Nr.BelasteteKnoten
KnotenkräftePX [kN] PY [kN] PZ [kN]
1 8 0.112 0.000 0.000
LF-GRUPPEN
LG-Nr. LG-Bezeichnung FaktorBeiwertγM Lastfälle in LG
1 Eigengewicht + Schnee 1.00 1.10 1.35*LF1 + 1.50*LF2 + LF42 Eigengewicht + Wind 1.00 1.10 1.35*LF1 + 1.50*LF3 + LF43 Eigengewicht + Schnee + 0 1.00 1.10 1.35*LF1 + 1.50*LF2 + 0.90*LF3 +
,6 x Wind LF44 Eigengewicht + Wind + 0,5 1.00 1.10 1.35*LF1 + 0.75*LF2 + 1.50*LF3 +
x Schnee LF4
DATEN ZUR THEORIE II. ORDNUNG
LG-Nr.
FaktorNy
AnzahlIterationen
Eps-Konvergenzvorhanden gewollt
Ny-facheErgebnisse
Entlastungdurch Zugkräfte
LG1 1.000 3 .88E-03 0.01 Ja NeinLG2 1.000 2 .22E-02 0.01 Ja NeinLG3 1.000 3 .23E-03 0.01 Ja NeinLG4 1.000 2 .14E-03 0.01 Ja Nein
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BELASTUNG
X
Z
0.10
0.10
0.10
0.10
0.10
0.08
0.080.10
0.10
0.08
0.08
0.08
0.10
0.10
0.10
0.10
0.10
0.08
596.994 mm
In Y-Richtung LF 1 - Eigengewicht und Aufbau[kN/m]
X
Z
1.69
1.69
1.69
1.69
1.691.69
1.69
1.69
1.69
1.69
1.69
1.69
596.994 mm
In Y-Richtung LF 2 - Schnee sk=1,40 kN/m2[kN/m]
X
Z
1.22
1.22
0.39
0.39
1.22
0.39
0.39
0.39
0.39
1.22
0.78
0.78
1.22
0.94
0.94
0.39
0.39
0.390.50
0.94
0.94
0.50
0.50 0.50
0.94
0.94
0.50
0.78
551.435 mm
In Y-Richtung LF 3 - Wind in +X q=0,71 kN/m2[kN/m]
X
Z
0.11
559.660 mm
In Y-Richtung LF 4 - Stabilisierungslast V/100[kN]
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SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
1 LF1 2 0 353.64 .00 111.22 .00 1987.44 .00 1 350 336.33 .00 111.22 .00 40914.10 .00 LF2 2 0 3773.63 .00 1121.45 .00 16793.39 .00 1 350 3773.63 .00 1121.45 .00 409299.7 .00 LF3 2 0 -3433.95 .00 -838.85 .00 -6446.64 .00 1 350 -3433.95 .00 -838.85 .00 -300043 .00 LF4 2 0 -230.06 .00 -36.62 .00 1151.81 .00 1 350 -230.06 .00 -36.62 .00 -11666.1 .00 LG1 2 0 6434.31 .00 1961.30 .00 32623.26 .00 1 350 6410.94 .00 1961.30 .00 719079.0 .00 LG2 2 0 -4907.73 .00 -1139.51 .00 -3764.32 .00 1 350 -4931.09 .00 -1124.52 .00 -400769 .00 LG3 2 0 2748.96 .00 1088.84 .00 29679.66 .00 1 350 2725.59 .00 1088.84 .00 410772.0 .00 LG4 2 0 -2228.82 .00 -323.35 .00 8933.56 .00 1 350 -2252.19 .00 -321.15 .00 -105272 .00 2 LF1 3 0 358.37 .00 306.64 .00 -26529.9 .00 2 93 353.77 .00 306.64 .00 1987.44 .00 LF2 3 0 3773.63 .00 3068.92 .00 -268616 .00 2 93 3773.63 .00 3068.92 .00 16793.39 .00 LF3 3 0 -3433.95 .00 -2439.46 .00 220423.2 .00 2 93 -3433.95 .00 -2439.46 .00 -6446.64 .00 LF4 3 0 -230.06 .00 -88.26 .00 9360.03 .00 2 93 -230.06 .00 -88.26 .00 1151.81 .00 LG1 3 0 6355.10 .00 5383.09 .00 -468003 .00 2 93 6348.90 .00 5383.09 .00 32623.26 .00 LG2 3 0 -4901.35 .00 -3296.55 .00 302990.2 .00 2 93 -4907.56 .00 -3299.32 .00 -3764.32 .00 LG3 3 0 2690.92 .00 2898.74 .00 -239903 .00 2 93 2684.71 .00 2898.74 .00 29679.66 .00 LG4 3 0 -2222.44 .00 -1074.75 .00 109274.4 .00 2 93 -2228.65 .00 -1075.10 .00 8933.56 .00 4 LF1 2 0 -195.42 .00 .12 7 5.0 -195.42 .00 -.12 LF2 2 0 -1947.47 .00 .00 7 5.0 -1947.47 .00 .00 LF3 2 0 1600.61 .00 .00 7 5.0 1600.61 .00 .00 LF4 2 0 51.64 .00 .00 7 5.0 51.64 .00 .00 LG1 2 0 -3421.78 .00 .45 7 5 -3421.78 .00 .11 LG2 2 0 2159.81 .00 .17 7 5 2159.81 .00 -.17 LG3 2 0 -1809.91 .00 .27 7 5 -1809.91 .00 -.07 LG4 2 0 751.75 .00 .17 7 5 751.75 .00 -.17 5 LF1 3 0 48.38 .00 .12 8 5.8 48.24 .00 -.12 LF2 3 0 367.57 .00 .00 8 5.8 367.57 .00 .00 LF3 3 0 7.18 .00 .00 8 5.8 7.18 .00 .00 LF4 3 0 95.80 .00 .00 8 5.8 95.80 .00 .00 LG1 3 0 842.36 .00 .17 8 5 842.16 .00 -.17 LG2 3 0 239.75 .00 .17 8 5 239.55 .00 -.17 LG3 3 0 961.44 .00 .17 8 5 961.24 .00 -.17 LG4 3 0 528.51 .00 .17 8 5 528.31 .00 -.17 6 LF1 4 0 .00 1.83 61.12 -43361.8 -2444.71 24.37
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SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
6 LF1 5 80 .00 -1.83 61.12 -43361.8 2444.71 24.37 LF2 4 0 .00 .00 605.37 -429368 -24214.8 .00 5 80 .00 .00 605.37 -429368 24214.81 .00 LF3 4 0 .00 .00 -1080.98 839541.7 43239.36 .00 5 80 .00 .00 -1080.98 839541.7 -43239.4 .00 LF4 4 0 .00 .00 -29.42 36995.42 1176.72 .00 5 80 .00 .00 -29.42 36995.42 -1176.72 .00 LG1 4 0 .00 2.47 1031.11 -737309 -41244.4 32.90 5 80 .00 -2.47 1031.11 -737309 41244.36 32.90 LG2 4 0 .00 2.47 -1563.15 1240360 62526.00 32.90 5 80 .00 -2.47 -1563.15 1240360 -62526.0 32.90 LG3 4 0 .00 2.47 18.92 157224.3 -756.78 32.90 5 80 .00 -2.47 18.92 157224.3 756.78 32.90 LG4 4 0 .00 2.47 -1121.89 957708.2 44875.55 32.90 5 80 .00 -2.47 -1121.89 957708.2 -44875.6 32.90 7 LF1 5 0 -817.10 .00 -122.24 .00 86723.62 .00 6 1835 -595.63 .00 -122.24 .00 -137578 .00 LF2 5 0 -4791.74 .00 -1210.74 .00 858737.2 .00 6 1835 -4791.74 .00 -1210.74 .00 -1362971 .00 LF3 5 0 2073.14 .00 2161.97 .00 -1679083 .00 6 1835 2073.14 .00 723.33 .00 968175.3 .00 LF4 5 0 19.98 .00 58.84 .00 -73990.8 .00 6 1835 19.98 .00 58.84 .00 33972.89 .00 LG1 5 0 -8272.83 .00 -2082.99 .00 1474619 .00 6 1835 -7973.85 .00 -1894.25 .00 -2405131 .00 LG2 5 0 2009.83 .00 3126.30 .00 -2480720 .00 6 1835 2308.81 .00 968.34 .00 1276112 .00 LG3 5 0 -6420.94 .00 -34.40 .00 -314448 .00 6 1835 -6121.96 .00 -1125.11 .00 -1421282 .00 LG4 5 0 -1558.70 .00 2248.86 .00 -1915416 .00 6 1835 -1259.72 .00 119.15 .00 289936.5 .00 8 LF1 6 0 -53.23 .00 195.42 .00 -68396.6 .00 7 350 -10.99 .00 195.42 .00 .00 .00 LF2 6 0 .00 .00 1947.47 .00 -681616 .00 7 350 .00 .00 1947.47 .00 .00 .00 LF3 6 0 .00 .00 -1255.65 .00 484322.8 .00 7 350 .00 .00 -1530.05 .00 -3175.20 .00 LF4 6 0 .00 .00 -51.64 .00 18073.26 .00 7 350 .00 .00 -51.64 .00 .00 .00 LG1 6 0 -157.44 .00 3425.10 .00 -1198956 .00 7 350 -100.41 .00 3424.44 .00 -34.98 .00 LG2 6 0 -71.86 .00 -1641.14 .00 641695.8 .00 7 350 -14.83 .00 -2053.76 .00 -4781.52 .00 LG3 6 0 -136.28 .00 2124.99 .00 -703479 .00 7 350 -79.25 .00 1876.34 .00 -2906.56 .00 LG4 6 0 -71.86 .00 -232.41 .00 148588.0 .00 7 350 -14.83 .00 -645.53 .00 -4796.72 .00 9 LF1 8 0 .00 .00 .00 .00 .00 .00 7 90 -10.86 .00 .00 .00 .00 .00 LF2 8 0 .00 .00 .00 .00 .00 .00 7 90 .00 .00 .00 .00 .00 .00 LF3 8 0 .00 .00 .00 .00 .00 .00 7 90 .00 .00 70.56 .00 3175.20 .00 LF4 8 0 .00 .00 .00 .00 .00 .00 7 90 .00 .00 .00 .00 .00 .00 LG1 8 0 .00 .00 .00 .00 .00 .00 7 90 -14.66 .00 .39 .00 34.98 .00 LG2 8 0 .00 .00 .00 .00 .00 .00 7 90 -14.66 .00 106.05 .00 4781.52 .00 LG3 8 0 .00 .00 .00 .00 .00 .00 7 90 -14.66 .00 64.05 .00 2906.56 .00 LG4 8 0 .00 .00 .00 .00 .00 .00 7 90 -14.66 .00 106.22 .00 4796.72 .00
10 LF1 5 0 .00 1.83 -61.12 43361.81 2444.71 24.37 9 80 .00 -1.83 -61.12 43361.81 -2444.71 24.37
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 26
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
10 LF2 5 0 .00 .00 -605.37 429368.6 24214.81 .00 9 80 .00 .00 -605.37 429368.6 -24214.8 .00 LF3 5 0 .00 .00 1080.98 -839541 -43239.4 .00 9 80 .00 .00 1080.98 -839541 43239.36 .00 LF4 5 0 .00 .00 29.42 -36995.4 -1176.72 .00 9 80 .00 .00 29.42 -36995.4 1176.72 .00 LG1 5 0 .00 2.47 -1031.11 737309.7 41244.36 32.90 9 80 .00 -2.47 -1031.11 737309.7 -41244.4 32.90 LG2 5 0 .00 2.47 1563.15 -1240360 -62526.0 32.90 9 80 .00 -2.47 1563.15 -1240360 62526.00 32.90 LG3 5 0 .00 2.47 -18.92 -157224 756.78 32.90 9 80 .00 -2.47 -18.92 -157224 -756.78 32.90 LG4 5 0 .00 2.47 1121.89 -957708 -44875.6 32.90 9 80 .00 -2.47 1121.89 -957708 44875.55 32.90
11 LF1 3 0 341.96 .00 -316.82 .00 26529.89 .00 11 95 342.98 .00 -321.44 .00 -4011.24 .00 LF2 3 0 3546.73 .00 -3272.18 .00 268616.3 .00 11 95 3546.73 .00 -3272.18 .00 -44538.0 .00 LF3 3 0 -3130.58 .00 2819.07 .00 -220423 .00 11 95 -3130.58 .00 2819.07 .00 49368.26 .00 LF4 3 0 -205.52 .00 139.56 .00 -9360.03 .00 11 95 -205.52 .00 139.56 .00 3996.33 .00 LG1 3 0 6020.68 .00 -5617.88 .00 468003.7 .00 11 95 6022.06 .00 -5624.12 .00 -69937.9 .00 LG2 3 0 -4524.53 .00 3957.01 .00 -302990 .00 11 95 -4523.15 .00 3952.82 .00 75437.56 .00 LG3 3 0 2715.21 .00 -2660.75 .00 239903.2 .00 11 95 2716.59 .00 -2666.99 .00 -15034.4 .00 LG4 3 0 -1970.42 .00 1611.82 .00 -109274 .00 11 95 -1969.04 .00 1605.80 .00 44228.27 .00
12 LF1 10 0 38.21 .00 -19.52 .00 2362.83 .00 8 90 35.41 .00 -32.76 .00 .00 .00 LF2 10 0 300.79 .00 -100.96 .00 15876.14 .00 8 90 269.16 .00 -250.32 .00 .00 .00 LF3 10 0 5.26 .00 -115.26 .00 5430.04 .00 8 90 5.26 .00 -4.89 .00 .00 .00 LF4 10 0 -39.42 .00 -42.04 .00 3799.62 .00 8 90 -39.42 .00 -42.04 .00 .00 .00 LG1 10 0 558.47 .00 -308.28 .00 38799.46 .00 8 90 507.24 .00 -550.19 .00 .00 .00 LG2 10 0 69.74 .00 -287.49 .00 19311.82 .00 8 90 65.96 .00 -139.80 .00 .00 .00 LG3 10 0 645.67 .00 -488.71 .00 50619.08 .00 8 90 594.44 .00 -631.28 .00 .00 .00 LG4 10 0 304.92 .00 -372.12 .00 32024.42 .00 8 90 277.41 .00 -336.45 .00 .00 .00
13 LF1 10 0 -237.60 .00 .00 11 5.0 -237.35 .00 .00 LF2 10 0 -2345.55 .00 .00 11 5.0 -2345.55 .00 .00 LF3 10 0 1947.36 .00 .00 11 5.0 1947.36 .00 .00 LF4 10 0 81.63 .00 .00 11 5.0 81.63 .00 .00 LG1 10 0 -4113.62 .00 .39 11 5 -4113.28 .00 .39 LG2 10 0 2665.96 .00 .00 11 5 2666.29 .00 .00 LG3 10 0 -2085.91 .00 .21 11 5 -2085.58 .00 .20 LG4 10 0 984.49 .00 .00 11 5 984.83 .00 .00
14 LF1 13 0 -950.72 .00 -49.71 .00 2120.70 .00 1 582 -975.71 .00 -64.00 .00 -30980.1 .00 LF2 13 0 -9559.92 .00 -537.69 .00 17019.79 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 27
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
14 LF2 1 582 -9559.92 .00 -537.69 .00 -296014 .00 LF3 13 0 6179.41 .00 288.22 .00 26379.00 .00 1 582 6179.41 .00 288.22 .00 194174.4 .00 LF4 13 0 290.08 .00 -3.54 .00 6397.13 .00 1 582 290.08 .00 -3.54 .00 4333.44 .00 LG1 13 0 -16012.7 .00 -1013.26 .00 53105.58 .00 1 582 -16046.5 .00 -939.44 .00 -526178 .00 LG2 13 0 8277.19 .00 333.70 .00 56891.07 .00 1 582 8243.45 .00 314.41 .00 245550.2 .00 LG3 13 0 -9782.98 .00 -724.97 .00 87354.23 .00 1 582 -9816.72 .00 -715.50 .00 -336959 .00 LG4 13 0 1305.60 .00 -60.66 .00 71069.24 .00 1 582 1271.86 .00 -79.96 .00 30136.93 .00
15 LF1 12 0 93.88 .00 242.12 .00 -43132.7 .00 10 199 87.65 .00 212.84 .00 2362.83 .00 LF2 12 0 859.24 .00 2523.32 .00 -455745 .00 10 199 788.93 .00 2192.92 .00 15876.14 .00 LF3 12 0 -400.20 .00 -2264.17 .00 433840.5 .00 10 199 -400.20 .00 -2019.97 .00 5430.04 .00 LF4 12 0 -56.45 .00 -121.84 .00 28168.09 .00 10 199 -56.45 .00 -121.84 .00 3799.62 .00 LG1 12 0 1631.70 .00 4227.82 .00 -753246 .00 10 199 1517.82 .00 3692.69 .00 38799.46 .00 LG2 12 0 -477.04 .00 -3228.30 .00 632570.6 .00 10 199 -485.46 .00 -2902.45 .00 19311.82 .00 LG3 12 0 1267.88 .00 1850.36 .00 -287916 .00 10 199 1153.99 .00 1535.01 .00 50619.08 .00 LG4 12 0 160.79 .00 -1414.31 .00 306987.5 .00 10 199 99.64 .00 -1335.34 .00 32024.42 .00
16 LF1 13 0 292.84 .00 101.91 .00 -23426.5 .00 11 199 290.78 .00 92.24 .00 -4011.24 .00 LF2 13 0 3030.04 .00 1008.58 .00 -246252 .00 11 199 3030.04 .00 1008.58 .00 -44538.0 .00 LF3 13 0 -2700.72 .00 -941.36 .00 237638.9 .00 11 199 -2700.72 .00 -941.36 .00 49368.26 .00 LF4 13 0 -187.31 .00 -61.49 .00 16294.14 .00 11 199 -187.31 .00 -61.49 .00 3996.33 .00 LG1 13 0 5016.36 .00 1687.91 .00 -406210 .00 11 199 5013.58 .00 1674.84 .00 -69937.9 .00 LG2 13 0 -3931.59 .00 -1354.87 .00 348318.4 .00 11 199 -3934.37 .00 -1374.96 .00 75437.56 .00 LG3 13 0 2187.46 .00 679.44 .00 -149615 .00 11 199 2184.68 .00 666.38 .00 -15034.4 .00 LG4 13 0 -1747.74 .00 -639.10 .00 172649.0 .00 11 199 -1750.52 .00 -653.82 .00 44228.27 .00
18 LF1 14 0 -202.70 .00 -365.22 .00 21885.64 .00 12 224 -209.68 .00 -398.02 .00 -63620.2 .00 LF2 14 0 -2000.79 .00 -3584.88 .00 167346.5 .00 12 224 -2079.57 .00 -3955.03 .00 -677348 .00 LF3 14 0 801.51 .00 1320.82 .00 369405.2 .00 12 224 801.51 .00 1594.40 .00 695997.3 .00 LF4 14 0 -47.84 .00 30.61 .00 44117.34 .00 12 224 -47.84 .00 30.61 .00 50975.93 .00 LG1 14 0 -3459.97 .00 -5913.73 .00 300722.5 .00 12 224 -3587.56 .00 -6508.95 .00 -1091900 .00 LG2 14 0 867.05 .00 1504.57 .00 658426.2 .00 12 224 857.63 .00 1870.65 .00 1036553 .00 LG3 14 0 -2664.62 .00 -4749.03 .00 767931.3 .00 12 224 -2792.21 .00 -5110.47 .00 -337459 .00 LG4 14 0 -603.31 .00 -1177.49 .00 809776.1 .00 12 224 -671.81 .00 -1093.14 .00 555129.4 .00
19 LF1 15 0 -1262.81 .00 198.25 .00 -69074.6 .00 14 2122 -1328.88 .00 -112.54 .00 21885.64 .00 LF2 15 0 -11912.2 .00 2190.71 .00 -761035 .00 14 2122 -12657.8 .00 -1315.94 .00 167346.5 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 28
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
19 LF3 15 0 5143.55 .00 -506.96 .00 414169.3 .00 14 2122 5143.55 .00 396.38 .00 369405.2 .00 LF4 15 0 7.24 .00 18.88 .00 4052.10 .00 14 2122 7.24 .00 18.88 .00 44117.34 .00 LG1 15 0 -20272.0 .00 3836.72 .00 -1407122 .00 14 2122 -21479.5 .00 -2586.07 .00 300722.5 .00 LG2 15 0 6016.84 .00 -463.59 .00 540747.8 .00 14 2122 5927.64 .00 471.87 .00 658426.2 .00 LG3 15 0 -15328.5 .00 3487.21 .00 -886956 .00 14 2122 -16536.1 .00 -2273.32 .00 767931.3 .00 LG4 15 0 -2914.39 .00 1233.91 .00 -22041.8 .00 14 2122 -3562.74 .00 -592.84 .00 809776.1 .00
20 LF1 14 0 1154.19 .00 12.98 .00 .00 .00 17 2271 1154.19 .00 -20.67 .00 -8738.49 .00 LF2 14 0 10896.63 .00 3.36 .00 .00 .00 17 2271 10896.63 .00 3.36 .00 7627.64 .00 LF3 14 0 -4439.65 .00 -1.37 .00 .00 .00 17 2271 -4439.65 .00 -1.37 .00 -3101.23 .00 LF4 14 0 -56.32 .00 -.01 .00 .00 .00 17 2271 -56.32 .00 -.01 .00 -30.57 .00 LG1 14 0 18428.37 .00 22.70 .00 .00 .00 17 2271 18428.37 .00 -22.73 .00 -39.85 .00 LG2 14 0 -5165.05 .00 24.82 .00 .00 .00 17 2271 -5165.05 .00 -26.90 .00 -20098.0 .00 LG3 14 0 14187.00 .00 21.41 .00 .00 .00 17 2271 14187.00 .00 -24.02 .00 -2973.44 .00 LG4 14 0 3029.65 .00 17.98 .00 .00 .00 17 2271 3029.65 .00 -27.45 .00 -10749.8 .00
21 LF1 16 0 311.33 .00 -113.06 .00 -31214.9 .00 15 99 308.22 .00 -127.70 .00 -43252.7 .00 LF2 16 0 4973.17 .00 -1226.01 .00 -337936 .00 15 99 4938.05 .00 -1391.22 .00 -468797 .00 LF3 16 0 -2050.88 .00 784.64 .00 171783.5 .00 15 99 -2050.88 .00 823.84 .00 252206.6 .00 LF4 16 0 1.73 .00 11.78 .00 1233.25 .00 15 99 1.73 .00 11.78 .00 2411.65 .00 LG1 16 0 10076.81 .00 -2423.27 .00 -622025 .00 15 99 10019.93 .00 -2690.85 .00 -877729 .00 LG2 16 0 -2626.91 .00 1061.85 .00 219346.7 .00 15 99 -2631.11 .00 1099.09 .00 327448.0 .00 LG3 16 0 7288.66 .00 -1314.90 .00 -413672 .00 15 99 7231.79 .00 -1547.20 .00 -556776 .00 LG4 16 0 1092.97 .00 165.65 .00 -31751.5 .00 15 99 1062.43 .00 80.78 .00 -19430.1 .00
22 LF1 18 0 -10.09 .00 -47.44 .00 .00 .00 16 100 -13.20 .00 -62.08 .00 -5475.90 .00 LF2 18 0 1.40 .00 6.57 .00 .00 .00 16 100 -33.73 .00 -158.64 .00 -7603.62 .00 LF3 18 0 -.57 .00 -2.67 .00 .00 .00 16 100 -.57 .00 36.54 .00 1692.98 .00 LF4 18 0 -.01 .00 -.03 .00 .00 .00 16 100 -.01 .00 -.03 .00 -2.63 .00 LG1 18 0 -11.47 .00 -53.87 .00 .00 .00 16 100 -68.37 .00 -321.24 .00 -18744.9 .00 LG2 18 0 -13.18 .00 -61.78 .00 .00 .00 16 100 -17.39 .00 -22.66 .00 -4216.86 .00 LG3 18 0 -12.00 .00 -56.22 .00 .00 .00 16 100 -68.90 .00 -287.45 .00 -17131.4 .00 LG4 18 0 -13.43 .00 -62.88 .00 .00 .00 16 100 -43.98 .00 -147.15 .00 -10472.6 .00
23 LF1 18 0 48.50 .00 .00 17 483 41.34 .00 .00 LF2 18 0 -6.72 .00 .00 17 483 -6.72 .00 .00 LF3 18 0 2.73 .00 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 29
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
23 LF3 17 483 2.73 .00 .00 LF4 18 0 .03 .00 .00 17 483 .03 .00 .00 LG1 18 0 55.12 .00 .00 17 483 45.46 .00 .00 LG2 18 0 63.39 .00 .00 17 483 53.73 .00 .00 LG3 18 0 57.70 .00 .00 17 483 48.05 .00 .00 LG4 18 0 64.55 .00 .00 17 483 54.89 .00 .00
24 LF1 15 0 -1604.46 .00 7.87 .00 -25822.0 .00 20 391 -1604.46 .00 -11.48 .00 -26528.3 .00 LF2 15 0 -17226.8 .00 .25 .00 -292238 .00 20 391 -17226.8 .00 .25 .00 -292140 .00 LF3 15 0 7313.87 .00 -194.31 .00 161962.7 .00 20 391 7313.87 .00 -194.31 .00 85936.62 .00 LF4 15 0 3.91 .00 -8.08 .00 1640.45 .00 20 391 3.91 .00 -8.08 .00 -1521.50 .00 LG1 15 0 -30963.0 .00 -149.69 .00 -529393 .00 20 391 -30963.0 .00 99.57 .00 -539306 .00 LG2 15 0 8774.94 .00 -311.58 .00 213299.8 .00 20 391 8774.94 .00 -337.70 .00 86283.15 .00 LG3 15 0 -23050.9 .00 -392.90 .00 -330180 .00 20 391 -23050.9 .00 -268.00 .00 -460848 .00 LG4 15 0 -4117.94 .00 -325.55 .00 -2611.70 .00 20 391 -4117.94 .00 -347.09 .00 -134439 .00
25 LF1 16 0 328.03 .00 -17.61 .00 -25739.0 .00 19 195 328.03 .00 -27.28 .00 -30129.6 .00 LF2 16 0 5119.39 .00 3.11 .00 -330332 .00 19 195 5119.39 .00 3.11 .00 -329724 .00 LF3 16 0 -2161.03 .00 -305.49 .00 170090.5 .00 19 195 -2161.03 .00 -305.49 .00 110327.9 .00 LF4 16 0 -.76 .00 -11.91 .00 1235.88 .00 19 195 -.76 .00 -11.91 .00 -1094.74 .00 LG1 16 0 10360.43 .00 -53.34 .00 -603280 .00 19 195 10360.43 .00 -66.41 .00 -614993 .00 LG2 16 0 -2768.78 .00 -521.96 .00 223563.5 .00 19 195 -2768.78 .00 -538.92 .00 119650.0 .00 LG3 16 0 7410.11 .00 -525.90 .00 -396541 .00 19 195 7410.11 .00 -538.96 .00 -500699 .00 LG4 16 0 1046.88 .00 -543.17 .00 -21278.9 .00 19 195 1046.88 .00 -556.23 .00 -128815 .00
26 LF1 19 0 -3.11 .00 14.64 .00 -732.10 .00 18 100 .00 .00 .00 .00 .00 .00 LF2 19 0 -35.13 .00 165.21 .00 -8260.45 .00 18 100 .00 .00 .00 .00 .00 .00 LF3 19 0 .00 .00 -93.52 .00 4677.15 .00 18 100 .00 .00 .00 .00 .00 .00 LF4 19 0 .00 .00 .00 .00 .00 .00 18 100 .00 .00 .00 .00 .00 .00 LG1 19 0 -56.90 .00 267.51 .00 -13372.2 .00 18 100 .00 .00 .00 .00 .00 .00 LG2 19 0 -4.20 .00 -120.44 .00 6019.67 .00 18 100 .00 .00 .00 .00 .00 .00 LG3 19 0 -56.90 .00 184.26 .00 -9254.38 .00 18 100 .00 .00 .00 .00 .00 .00 LG4 19 0 -30.55 .00 3.96 .00 -225.15 .00 18 100 .00 .00 .00 .00 .00 .00
27 LF1 20 0 308.97 .00 124.17 .00 -42546.2 .00 19 99 312.08 .00 109.53 .00 -30861.7 .00 LF2 20 0 4937.95 .00 1391.71 .00 -468894 .00 19 99 4973.06 .00 1226.50 .00 -337985 .00 LF3 20 0 -2177.34 .00 -337.49 .00 144078.6 .00 19 99 -2177.34 .00 -243.99 .00 115005.0 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 30
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
27 LF4 20 0 -3.22 .00 11.50 .00 -2244.32 .00 19 99 -3.22 .00 11.50 .00 -1094.74 .00 LG1 20 0 10006.50 .00 2754.07 .00 -890391 .00 19 99 10063.37 .00 2486.49 .00 -628365 .00 LG2 20 0 -2818.16 .00 -286.47 .00 148280.8 .00 19 99 -2813.96 .00 -167.06 .00 125669.6 .00 LG3 20 0 7022.39 .00 2434.60 .00 -744241 .00 19 99 7079.26 .00 2251.18 .00 -509954 .00 LG4 20 0 847.28 .00 768.54 .00 -205722 .00 19 99 877.81 .00 765.12 .00 -129040 .00
28 LF1 17 0 1154.19 .00 20.67 .00 -8738.49 .00 21 2271 1154.19 .00 -12.98 .00 .00 .00 LF2 17 0 10896.63 .00 -3.36 .00 7627.64 .00 21 2271 10896.63 .00 -3.36 .00 .00 .00 LF3 17 0 -4439.65 .00 1.37 .00 -3101.23 .00 21 2271 -4439.65 .00 1.37 .00 .00 .00 LF4 17 0 -56.32 .00 .01 .00 -30.57 .00 21 2271 -56.32 .00 .01 .00 .00 .00 LG1 17 0 18428.37 .00 22.73 .00 -39.85 .00 21 2271 18428.37 .00 -22.70 .00 .00 .00 LG2 17 0 -5165.05 .00 26.83 .00 -20098.0 .00 21 2271 -5165.05 .00 -24.88 .00 .00 .00 LG3 17 0 14187.00 .00 24.02 .00 -2973.44 .00 21 2271 14187.00 .00 -21.41 .00 .00 .00 LG4 17 0 3029.65 .00 27.45 .00 -10749.8 .00 21 2271 3029.65 .00 -17.98 .00 .00 .00
29 LF1 21 0 -1328.88 .00 112.54 .00 21887.24 .00 20 2122 -1262.81 .00 -198.25 .00 -69074.5 .00 LF2 21 0 -12657.8 .00 1315.94 .00 167346.3 .00 20 2122 -11912.2 .00 -2190.71 .00 -761035 .00 LF3 21 0 4936.24 .00 -573.59 .00 -580576 .00 20 2122 4936.24 .00 1373.44 .00 230015.2 .00 LF4 21 0 -1.07 .00 20.21 .00 -46671.2 .00 20 2122 -1.07 .00 20.21 .00 -3765.83 .00 LG1 21 0 -21487.0 .00 2568.27 .00 180658.5 .00 20 2122 -20279.5 .00 -3750.06 .00 -1429698 .00 LG2 21 0 5605.53 .00 -685.25 .00 -907804 .00 20 2122 5694.73 .00 1815.74 .00 234564.0 .00 LG3 21 0 -16724.3 .00 1621.70 .00 -458757 .00 20 2122 -15516.8 .00 -2189.80 .00 -1205090 .00 LG4 21 0 -3885.56 .00 250.95 .00 -832129 .00 20 2122 -3237.20 .00 237.27 .00 -340162 .00
30 LF1 22 0 -209.68 .00 398.02 .00 -63618.5 .00 21 224 -202.70 .00 365.22 .00 21887.24 .00 LF2 22 0 -2079.57 .00 3955.03 .00 -677349 .00 21 224 -2000.79 .00 3584.88 .00 167346.3 .00 LF3 22 0 594.24 .00 -1609.66 .00 -232417 .00 21 224 594.24 .00 -1498.08 .00 -580576 .00 LF4 22 0 -56.16 .00 8.48 .00 -48570.6 .00 21 224 -56.16 .00 8.48 .00 -46671.2 .00 LG1 22 0 -3594.99 .00 6532.66 .00 -1217576 .00 21 224 -3467.41 .00 5940.34 .00 180658.5 .00 LG2 22 0 545.38 .00 -1887.26 .00 -498734 .00 21 224 554.81 .00 -1764.17 .00 -907804 .00 LG3 22 0 -2980.39 .00 5000.25 .00 -1525454 .00 21 224 -2852.81 .00 4517.51 .00 -458757 .00 LG4 22 0 -994.58 .00 1089.23 .00 -1059456 .00 21 224 -926.07 .00 941.15 .00 -832129 .00
32 LF1 24 0 87.65 .00 -212.83 .00 2362.89 .00 22 199 93.88 .00 -242.12 .00 -43131.7 .00 LF2 24 0 788.93 .00 -2192.93 .00 15876.13 .00 22 199 859.24 .00 -2523.32 .00 -455745 .00 LF3 24 0 -451.20 .00 -373.47 .00 -35897.3 .00 22 199 -451.20 .00 -273.87 .00 -100630 .00 LF4 24 0 -25.69 .00 -115.95 .00 -3536.25 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 31
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
32 LF4 22 199 -25.69 .00 -115.95 .00 -26726.7 .00 LG1 24 0 1512.25 .00 -3984.27 .00 28790.20 .00 22 199 1626.13 .00 -4519.40 .00 -821570 .00 LG2 24 0 -627.95 .00 -996.51 .00 -55631.9 .00 22 199 -619.54 .00 -885.91 .00 -243656 .00 LG3 24 0 790.96 .00 -4443.66 .00 -19926.0 .00 22 199 904.84 .00 -4889.15 .00 -953200 .00 LG4 24 0 -128.54 .00 -2742.58 .00 -49985.5 .00 22 199 -67.39 .00 -2879.08 .00 -611735 .00
33 LF1 25 0 290.78 .00 -92.24 .00 -4011.10 .00 23 199 292.83 .00 -101.91 .00 -23425.9 .00 LF2 25 0 3030.04 .00 -1008.58 .00 -44538.0 .00 23 199 3030.04 .00 -1008.58 .00 -246252 .00 LF3 25 0 340.48 .00 -190.60 .00 -23234.1 .00 23 199 340.48 .00 -190.60 .00 -61353.8 .00 LF4 25 0 139.02 .00 -55.53 .00 -4129.37 .00 23 199 139.02 .00 -55.53 .00 -15235.9 .00 LG1 25 0 5407.78 .00 -1818.98 .00 -80442.7 .00 23 199 5410.56 .00 -1832.04 .00 -445541 .00 LG2 25 0 1099.49 .00 -480.40 .00 -46034.6 .00 23 199 1102.27 .00 -493.46 .00 -143419 .00 LG3 25 0 5894.43 .00 -2063.41 .00 -111439 .00 23 199 5897.21 .00 -2076.47 .00 -525424 .00 LG4 25 0 3507.88 .00 -1288.36 .00 -84525.9 .00 23 199 3510.66 .00 -1301.42 .00 -343502 .00
34 LF1 23 0 -950.71 .00 -49.71 .00 2120.83 .00 32 582 -975.70 .00 -64.00 .00 -30979.8 .00 LF2 23 0 -9559.92 .00 -537.69 .00 17019.77 .00 32 582 -9559.92 .00 -537.69 .00 -296014 .00 LF3 23 0 1323.66 .00 237.37 .00 -66710.9 .00 32 582 1323.66 .00 237.37 .00 71482.51 .00 LF4 23 0 -247.13 .00 6.48 .00 -6627.58 .00 32 582 -247.13 .00 6.48 .00 -2856.89 .00 LG1 23 0 -16627.6 .00 -995.20 .00 35415.67 .00 32 582 -16661.3 .00 -912.92 .00 -531106 .00 LG2 23 0 433.75 .00 303.56 .00 -107022 .00 32 582 400.01 .00 284.27 .00 64089.48 .00 LG3 23 0 -15441.5 .00 -673.80 .00 -55536.5 .00 32 582 -15475.2 .00 -599.47 .00 -433115 .00 LG4 23 0 -6900.26 .00 -76.74 .00 -104603 .00 32 582 -6934.00 .00 -73.74 .00 -150898 .00
35 LF1 24 0 -237.60 .00 .00 25 5.0 -237.35 .00 .00 LF2 24 0 -2345.55 .00 .00 25 5.0 -2345.55 .00 .00 LF3 24 0 1.63 .00 .00 25 5.0 1.63 .00 .00 LF4 24 0 -78.51 .00 .00 25 5.0 -78.51 .00 .00 LG1 24 0 -4296.46 .00 -.33 25 5 -4296.12 .00 -.32 LG2 24 0 -413.16 .00 .53 25 5 -412.83 .00 .52 LG3 24 0 -4213.25 .00 .00 25 5 -4212.92 .00 .00 LG4 24 0 -2204.06 .00 1.07 25 5 -2203.72 .00 1.07
36 LF1 30 0 35.41 .00 32.76 .00 .00 .00 24 90 38.21 .00 19.52 .00 2362.89 .00 LF2 30 0 269.16 .00 250.32 .00 .00 .00 24 90 300.79 .00 100.96 .00 15876.13 .00 LF3 30 0 -451.23 .00 -419.64 .00 .00 .00 24 90 -451.23 .00 -374.62 .00 -35897.3 .00 LF4 30 0 -42.07 .00 -39.12 .00 .00 .00 24 90 -42.07 .00 -39.12 .00 -3536.25 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 32
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
36 LG1 30 0 472.78 .00 439.46 .00 .00 .00 24 90 524.02 .00 197.55 .00 28790.20 .00 LG2 30 0 -706.94 .00 -641.34 .00 .00 .00 24 90 -703.15 .00 -591.53 .00 -55631.9 .00 LG3 30 0 -128.98 .00 -119.76 .00 .00 .00 24 90 -77.74 .00 -321.01 .00 -19926.0 .00 LG4 30 0 -570.69 .00 -524.00 .00 .00 .00 24 90 -543.18 .00 -585.74 .00 -49985.5 .00
37 LF1 34 0 341.95 .00 -316.81 .00 26529.43 .00 25 95 342.97 .00 -321.43 .00 -4011.10 .00 LF2 34 0 3546.73 .00 -3272.18 .00 268616.3 .00 25 95 3546.73 .00 -3272.18 .00 -44538.0 .00 LF3 34 0 341.76 .00 -186.06 .00 -5427.93 .00 25 95 341.76 .00 -186.06 .00 -23234.1 .00 LF4 34 0 156.50 .00 -130.97 .00 8405.15 .00 25 95 156.50 .00 -130.97 .00 -4129.37 .00 LG1 34 0 6446.45 .00 -5939.15 .00 488244.9 .00 25 95 6447.83 .00 -5945.39 .00 -80442.7 .00 LG2 34 0 1180.31 .00 -870.16 .00 37540.27 .00 25 95 1181.70 .00 -876.40 .00 -46034.6 .00 LG3 34 0 6814.66 .00 -6120.87 .00 474639.3 .00 25 95 6816.04 .00 -6127.11 .00 -111439 .00 LG4 34 0 3950.26 .00 -3413.01 .00 242405.2 .00 25 95 3951.64 .00 -3419.25 .00 -84525.9 .00
38 LF1 26 0 .00 1.83 -61.12 43362.78 2444.71 24.37 27 80 .00 -1.83 -61.12 43362.78 -2444.71 24.37 LF2 26 0 .00 .00 -605.37 429368.5 24214.81 .00 27 80 .00 .00 -605.37 429368.5 -24214.8 .00 LF3 26 0 .00 .00 -337.85 389430.5 13514.03 .00 27 80 .00 .00 -337.85 389430.5 -13514.0 .00 LF4 26 0 .00 .00 -26.58 34955.59 1063.28 .00 27 80 .00 .00 -26.58 34955.59 -1063.28 .00 LG1 26 0 .00 2.47 -1087.11 830961.7 43484.36 32.90 27 80 .00 -2.47 -1087.11 830961.7 -43484.4 32.90 LG2 26 0 .00 2.47 -621.10 687527.9 24844.06 32.90 27 80 .00 -2.47 -621.10 687527.9 -24844.1 32.90 LG3 26 0 .00 2.47 -1351.87 1236822 54074.82 32.90 27 80 .00 -2.47 -1351.87 1236822 -54074.8 32.90 LG4 26 0 .00 2.47 -1062.36 1035013 42494.51 32.90 27 80 .00 -2.47 -1062.36 1035013 -42494.5 32.90
39 LF1 27 0 -817.10 .00 122.24 .00 -86725.6 .00 28 1835 -595.63 .00 122.24 .00 137576.9 .00 LF2 27 0 -4791.74 .00 1210.74 .00 -858736 .00 28 1835 -4791.74 .00 1210.74 .00 1362971 .00 LF3 27 0 1839.55 .00 675.70 .00 -778860 .00 28 1835 1839.55 .00 -43.62 .00 -198924 .00 LF4 27 0 -19.98 .00 53.16 .00 -69911.2 .00 28 1835 -19.98 .00 53.16 .00 27645.12 .00 LG1 27 0 -8308.55 .00 2197.73 .00 -1661923 .00 28 1835 -8009.57 .00 2033.26 .00 2467955 .00 LG2 27 0 1653.03 .00 1242.20 .00 -1375055 .00 28 1835 1952.01 .00 163.22 .00 -85577.3 .00 LG3 27 0 -6639.03 .00 2731.71 .00 -2473645 .00 28 1835 -6340.05 .00 2096.99 .00 2185896 .00 LG4 27 0 -1966.05 .00 2131.66 .00 -2070027 .00 28 1835 -1667.07 .00 1084.20 .00 929489.9 .00
40 LF1 28 0 -53.23 .00 -195.42 .00 68395.62 .00 29 350 -10.99 .00 -195.42 .00 .00 .00 LF2 28 0 .00 .00 -1947.47 .00 681616.1 .00 29 350 .00 .00 -1947.47 .00 .00 .00 LF3 28 0 .00 .00 326.59 .00 -91884.4 .00 29 350 .00 .00 189.39 .00 -1587.60 .00 LF4 28 0 .00 .00 -42.81 .00 14983.11 .00 29 350 .00 .00 -42.81 .00 .00 .00 LG1 28 0 -148.84 .00 -3524.62 .00 1233795 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 33
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
40 LG1 29 350 -91.82 .00 -3524.13 .00 30.62 .00 LG2 28 0 -69.72 .00 182.12 .00 -30171.8 .00 29 350 -12.69 .00 -25.34 .00 -2420.12 .00 LG3 28 0 -66.07 .00 -3102.25 .00 1106043 .00 29 350 -9.04 .00 -3226.14 .00 -1430.64 .00 LG4 28 0 -40.70 .00 -1276.27 .00 480086.0 .00 29 350 16.33 .00 -1483.01 .00 -2408.91 .00
41 LF1 30 0 .00 .00 .00 .00 .00 .00 29 90 -10.86 .00 .00 .00 .00 .00 LF2 30 0 .00 .00 .00 .00 .00 .00 29 90 .00 .00 .00 .00 .00 .00 LF3 30 0 .00 .00 .00 .00 .00 .00 29 90 .00 .00 35.28 .00 1587.60 .00 LF4 30 0 .00 .00 .00 .00 .00 .00 29 90 .00 .00 .00 .00 .00 .00 LG1 30 0 .00 .00 .00 .00 .00 .00 29 90 -14.66 .00 -.34 .00 -30.62 .00 LG2 30 0 .00 .00 .00 .00 .00 .00 29 90 -14.66 .00 53.35 .00 2420.12 .00 LG3 30 0 .00 .00 .00 .00 .00 .00 29 90 -14.66 .00 31.77 .00 1430.64 .00 LG4 30 0 .00 .00 .00 .00 .00 .00 29 90 -14.66 .00 53.23 .00 2408.91 .00
42 LF1 27 0 .00 1.83 61.12 -43362.8 -2444.71 24.37 31 80 .00 -1.83 61.12 -43362.8 2444.71 24.37 LF2 27 0 .00 .00 605.37 -429368 -24214.8 .00 31 80 .00 .00 605.37 -429368 24214.81 .00 LF3 27 0 .00 .00 337.85 -389430 -13514.0 .00 31 80 .00 .00 337.85 -389430 13514.03 .00 LF4 27 0 .00 .00 26.58 -34955.6 -1063.28 .00 31 80 .00 .00 26.58 -34955.6 1063.28 .00 LG1 27 0 .00 2.47 1087.11 -830961 -43484.4 32.90 31 80 .00 -2.47 1087.11 -830961 43484.36 32.90 LG2 27 0 .00 2.47 621.10 -687527 -24844.1 32.90 31 80 .00 -2.47 621.10 -687527 24844.06 32.90 LG3 27 0 .00 2.47 1351.87 -1236822 -54074.8 32.90 31 80 .00 -2.47 1351.87 -1236822 54074.82 32.90 LG4 27 0 .00 2.47 1062.36 -1035013 -42494.5 32.90 31 80 .00 -2.47 1062.36 -1035013 42494.51 32.90
44 LF1 33 0 -195.42 .00 .12 29 5.0 -195.42 .00 -.12 LF2 33 0 -1947.47 .00 .00 29 5.0 -1947.47 .00 .00 LF3 33 0 154.11 .00 .00 29 5.0 154.11 .00 .00 LF4 33 0 -42.81 .00 .00 29 5.0 -42.81 .00 .00 LG1 33 0 -3522.00 .00 .40 29 5 -3522.00 .00 .06 LG2 33 0 -78.64 .00 .08 29 5 -78.64 .00 -.25 LG3 33 0 -3257.91 .00 .17 29 5 -3257.91 .00 -.16 LG4 33 0 -1535.93 .00 .16 29 5 -1535.93 .00 -.18
45 LF1 34 0 48.39 .00 .12 30 5.8 48.24 .00 -.12 LF2 34 0 367.57 .00 .00 30 5.8 367.57 .00 .00 LF3 34 0 -616.20 .00 .00 30 5.8 -616.20 .00 .00 LF4 34 0 -57.45 .00 .00 30 5.8 -57.45 .00 .00 LG1 34 0 645.68 .00 .17 30 5 645.48 .00 -.17
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 34
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
45 LG2 34 0 -939.99 .00 -.51 30 5 -940.19 .00 -.85 LG3 34 0 -175.56 .00 .15 30 5 -175.76 .00 -.19 LG4 34 0 -766.12 .00 -2.57 30 5 -766.32 .00 -2.91
46 LF1 33 0 353.64 .00 -111.22 .00 -1987.46 .00 32 350 336.33 .00 -111.22 .00 -40913.5 .00 LF2 33 0 3773.63 .00 -1121.45 .00 -16793.4 .00 32 350 3773.63 .00 -1121.45 .00 -409299 .00 LF3 33 0 572.70 .00 80.93 .00 16430.67 .00 32 350 572.70 .00 80.93 .00 44755.46 .00 LF4 33 0 191.32 .00 -32.35 .00 1415.82 .00 32 350 191.32 .00 -32.35 .00 -9905.03 .00 LG1 33 0 6932.77 .00 -2038.50 .00 -28882.1 .00 32 350 6909.40 .00 -2038.50 .00 -742357 .00 LG2 33 0 1556.74 .00 -65.02 .00 24180.58 .00 32 350 1533.37 .00 -65.02 .00 1424.68 .00 LG3 33 0 7529.20 .00 -1918.20 .00 -6738.50 .00 32 350 7505.83 .00 -1918.20 .00 -678107 .00 LG4 33 0 4531.99 .00 -916.93 .00 14289.20 .00 32 350 4508.62 .00 -916.93 .00 -306636 .00
47 LF1 34 0 358.36 .00 -306.63 .00 26529.43 .00 33 93 353.76 .00 -306.63 .00 -1987.46 .00 LF2 34 0 3773.63 .00 -3068.92 .00 268616.3 .00 33 93 3773.63 .00 -3068.92 .00 -16793.4 .00 LF3 34 0 572.70 .00 235.04 .00 -5427.93 .00 33 93 572.70 .00 235.04 .00 16430.67 .00 LF4 34 0 191.32 .00 -75.15 .00 8405.15 .00 33 93 191.32 .00 -75.15 .00 1415.82 .00 LG1 34 0 6862.16 .00 -5560.51 .00 488244.9 .00 33 93 6855.95 .00 -5560.51 .00 -28882.1 .00 LG2 34 0 1565.25 .00 -143.65 .00 37540.27 .00 33 93 1559.05 .00 -143.65 .00 24180.58 .00 LG3 34 0 7541.36 .00 -5176.10 .00 474639.3 .00 33 93 7535.15 .00 -5176.10 .00 -6738.50 .00 LG4 34 0 4569.52 .00 -2452.86 .00 242405.2 .00 33 93 4563.31 .00 -2452.86 .00 14289.20 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 35
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
AUFLAGERKRÄFTE UND -MOMENTE
Knoten-Nr.
LF/LG-Nr.
Auflagerkräfte [N]PX PY PZ
Auflagermomente [Nmm]MX MY MZ
4 LF1 -61.118 .000 -1.828 -24.369 -43361.810 2444.713 LF2 -605.370 .000 .000 .000 -429368.60 24214.810 LF3 1080.984 .000 .000 .000 839541.70 -43239.360 LF4 29.418 .000 .000 .000 36995.420 -1176.717 LG1 -1031.109 .000 -2.467 -32.898 -737309.70 41244.360 LG2 1563.150 .000 -2.467 -32.898 1240360.00 -62526.000 LG3 -18.919 .000 -2.467 -32.898 157224.30 756.779 LG4 1121.889 .000 -2.467 -32.898 957708.20 -44875.550 5 LF1 .000 .000 -820.756 .000 .000 .000 LF2 .000 .000 -4791.739 .000 .022 -.001 LF3 .000 .000 2073.138 .000 .016 .000 LF4 .000 .000 19.982 .000 .000 .000 LG1 .000 .000 -8277.771 .000 -.044 -.002 LG2 .000 .000 2004.896 .000 -.073 .001 LG3 .000 .000 -6425.875 .000 .002 .000 LG4 .000 .000 -1563.635 .000 .008 .000 7 LF1 .000 .000 .000 .000 .000 .000 LF2 .000 .000 .000 .000 .000 .000 LF3 .000 .000 .000 .000 .000 .000 LF4 .000 .000 .000 .000 .000 .000 LG1 .000 .000 .000 .000 .000 .000 LG2 .000 .000 .000 .000 .000 .000 LG3 .000 .000 .000 .000 .000 .000 LG4 .000 .000 .000 .000 .000 .000 9 LF1 -61.118 .000 -1.828 24.369 -43361.810 -2444.713 LF2 -605.370 .000 .000 .000 -429368.60 -24214.810 LF3 1080.984 .000 .000 .000 839541.70 43239.360 LF4 29.418 .000 .000 .000 36995.420 1176.717 LG1 -1031.109 .000 -2.467 32.898 -737309.70 -41244.360 LG2 1563.150 .000 -2.467 32.898 1240360.00 62526.000 LG3 -18.919 .000 -2.467 32.898 157224.30 -756.779 LG4 1121.889 .000 -2.467 32.898 957708.20 44875.550
18 LF1 .000 .000 .000 .000 .000 .000 LF2 .000 .000 .000 .000 .000 .000 LF3 .000 .000 .000 .000 .000 .000 LF4 .000 .000 .000 .000 .000 .000 LG1 .000 .000 .000 .000 .000 .000 LG2 .000 .000 .000 .000 .000 .000 LG3 .000 .000 .000 .000 .000 .000 LG4 .000 .000 .000 .000 .000 .000
26 LF1 61.118 .000 -1.828 -24.369 43362.780 -2444.713 LF2 605.370 .000 .000 .000 429368.50 -24214.810 LF3 337.851 .000 .000 .000 389430.50 -13514.030 LF4 26.582 .000 .000 .000 34955.590 -1063.284 LG1 1087.109 .000 -2.467 -32.898 830961.70 -43484.360 LG2 621.102 .000 -2.467 -32.898 687527.90 -24844.060 LG3 1351.871 .000 -2.467 -32.898 1236823.00 -54074.820 LG4 1062.363 .000 -2.467 -32.898 1035014.00 -42494.510
27 LF1 .000 .000 -820.756 .000 .003 .000 LF2 .000 .000 -4791.740 .000 -.016 -.001 LF3 .000 .000 1839.550 .000 -.020 .000 LF4 .000 .000 -19.982 .000 .001 .000 LG1 .000 .000 -8313.490 .000 .002 .001 LG2 .000 .000 1648.093 .000 .014 .000 LG3 .000 .000 -6643.969 .000 -.090 .001 LG4 .000 .000 -1970.990 .000 -.013 .000
29 LF1 .000 .000 .000 .000 .000 .000 LF2 .000 .000 .000 .000 .000 .000 LF3 .000 .000 .000 .000 .000 .000 LF4 .000 .000 .000 .000 .000 .000 LG1 .000 .000 .000 .000 .000 .000 LG2 .000 .000 .000 .000 .000 .000 LG3 .000 .000 .000 .000 .000 .000 LG4 .000 .000 .000 .000 .000 .000
31 LF1 61.118 .000 -1.828 24.369 43362.780 2444.713
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
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Rahmen H509 in Achse B
Seite: 36
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
AUFLAGERKRÄFTE UND -MOMENTE
Knoten-Nr.
LF/LG-Nr.
Auflagerkräfte [N]PX PY PZ
Auflagermomente [Nmm]MX MY MZ
31 LF2 605.370 .000 .000 .000 429368.50 24214.810 LF3 337.851 .000 .000 .000 389430.50 13514.030 LF4 26.582 .000 .000 .000 34955.590 1063.284 LG1 1087.109 .000 -2.467 32.898 830961.70 43484.360 LG2 621.102 .000 -2.467 32.898 687527.90 24844.060 LG3 1351.871 .000 -2.467 32.898 1236823.00 54074.820 LG4 1062.363 .000 -2.467 32.898 1035014.00 42494.510
ΣKräfte LF1 .000 .000 -1648.823ΣLasten .000 .000 -1648.823ΣKräfte LF2 .000 .000 -9583.479ΣLasten .000 .000 -9583.479ΣKräfte LF3 2837.669 .000 3912.688ΣLasten 2837.669 .000 3912.688ΣKräfte LF4 112.000 .000 .000ΣLasten 112.000 .000 .000ΣKräfte LG1 112.000 .000 -16601.130ΣLasten 112.000 .000 -16601.130ΣKräfte LG2 4368.503 .000 3643.120ΣLasten 4368.504 .000 3643.121ΣKräfte LG3 2665.902 .000 -13079.710ΣLasten 2665.902 .000 -13079.710ΣKräfte LG4 4368.503 .000 -3544.494ΣLasten 4368.504 .000 -3544.488
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 37
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
-20272.00
-21479.50
-30963.00 -30963.00
-3459.970-3587.560
10360.40010360.400
-11.470-68.370
55.120
45.460
18428.400 18428.400
10076.80010019.900
6020.6806022.060558.470507.240
-157.440
-100.410-14.660
-4113.620-4113.280
5016.3605013.580
-16012.70
-16046.50
1631.7001517.820
-56.900
-148.840
-91.820-14.660
6446.4506447.830
-8308.550
-8009.570
6932.770
6909.400
6862.1606855.950
-3522.000-3522.000
645.680645.480472.780524.020
-21487.00
-20279.50
-3594.990-3467.410
10006.50010063.400
18428.400 18428.400
-16627.60
-16661.30
-4296.460-4296.120
1512.2501626.130
5407.7805410.5606434.310
6410.940
6355.1006348.900842.360842.160
-8272.830
-7973.850
-3421.780-3421.780
381.663 mm
31226.400 N
In Y-Richtung LG 1 - Eigengewicht + SchneeSchnittgrößen N
Max N: 18428.40, Min N: -30963.00 N
X
Z
-43484.4043484.40041244.400 -41244.40
-1407120.
1350950.0300723.00
-529393.0-546542.0-539306.0
300723.00
-1091900.
-603280.0-614993.0-18744.90
12880.700 -39.850
-622025.0-877729.0
468004.00
-69937.90
38799.500
-1198960.
-34.98034.980
-406210.0-69937.90
53105.600
-526178.0
-753246.0
38799.500
-13372.20
1233800.0
30.620-30.620488245.00
-80442.70
-1661920.
2467960.0
-28882.10
-742357.0
488245.00-28882.1028790.200
180659.001235210.0
-1429700.
-1217580.
180659.00
-890391.0-628365.0
-39.850 12880.70035415.700
-531106.0
28790.200
-821570.0
-80442.70
-445541.0
32623.300
719079.00
-468003.032623.300
1474620.0
-2405130.
-41244.4041244.400 43484.400 -43484.40
406.876 mm
2653370.00 Nmm
In Y-Richtung LG 1 - Eigengewicht + SchneeSchnittgrößen M-2
Max M-2: 2467960.00, Min M-2: -2405130.0 Nmm
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 38
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
-24844.1024844.100-62526.0062526.000
540748.00
373385.00
658426.00
213300.00 86283.100
658426.00
1036550.0
223564.00119650.00
-4216.860
10409.500
-20098.00
219347.00327448.00
-302990.0
75437.60019311.800
641696.00
-4781.5204781.520348318.0075437.60056891.100
245550.00
632571.0019311.800
6019.670
-30171.80
-2420.1202420.12037540.300
-46034.60
-1375060.
-85577.30
24180.600
1424.680
37540.30024180.600
-55631.90
-907804.0
-1128530.
234564.00
-498734.0
-907804.0148281.00125670.00
-20098.00
10409.500
-107022.0
64089.500
-55631.90-243656.0
-46034.60-143419.0
-3764.320
-400769.0
302990.00
-3764.320
-2480720.
1276110.0
62526.000 -62526.00 24844.100 -24844.10
383.370 mm
2513010.00 Nmm
In Y-Richtung LG 2 - Eigengewicht + WindSchnittgrößen M-2
Max M-2: 1276110.00, Min M-2: -2480720.0 Nmm
X
Z
6016.840
5927.640
8774.940 8774.940
867.050857.630
-2768.780-2768.780
-13.180-17.39063.390
53.730
-5165.050 -5165.050
-2626.910-2631.110
-4524.530-4523.150
69.74065.960
-71.860
-14.830-14.660
2665.9602666.290
-3931.590-3934.370
8277.190
8243.450
-477.040-485.460
-4.200
-69.720
-12.690-14.6601180.3101181.700
1653.030
1952.010
1556.740
1533.370
1565.2501559.050
-78.640-78.640
-939.990-940.190-706.940-703.150
5605.530
5694.730
545.380554.810
-2818.160-2813.960
-5165.050 -5165.050
433.750
400.010
-413.160-412.830
-627.950-619.540
1099.4901102.270-4907.730
-4931.090
-4901.350-4907.560239.750239.550
2009.830
2308.810
2159.8102159.810
367.089 mm
8511.660 N
In Y-Richtung LG 2 - Eigengewicht + WindSchnittgrößen N
Max N: 8774.94, Min N: -5165.05 N
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 39
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
-15328.50
-16536.10
-23050.90 -23050.90
-2664.620-2792.210
7410.1107410.110
-12.000-68.900
57.700
48.050
14187.000 14187.000
7288.6607231.790
2715.2102716.590645.670594.440
-136.280
-79.250-14.660
-2085.910-2085.5802187.460
2184.680
-9782.980
-9816.720
1267.8801153.990
-56.900
-66.070
-9.040-14.6606814.6606816.040
-6639.030
-6340.050
7529.200
7505.830
7541.3607535.150
-3257.910-3257.910-175.560-175.760
-128.980-77.740
-16724.30
-15516.80
-2980.390-2852.810
7022.3907079.260
14187.000 14187.000
-15441.50
-15475.20
-4213.250-4212.920
790.960904.840
5894.4305897.2102748.960
2725.590
2690.9202684.710961.440961.240
-6420.940
-6121.960
-1809.910-1809.910
382.530 mm
23299.800 N
In Y-Richtung LG 3 - Eigengewicht + Schnee + 0,6 x WindSchnittgrößen N
Max N: 14187.00, Min N: -23050.90 N
X
Z
-54074.8054074.800756.780-756.780
-886956.0
1667250.0767931.00
-330180.0 -460848.0
767931.00
-337459.0
-396541.0-500699.0-17131.40
11413.900 -2973.440
-413672.0-556776.0
239903.00
-15034.40
50619.100
-703479.0
-2906.5602906.560
-149615.0-15034.40
87354.200
-336959.0
-287916.0
50619.100
-9254.380
1106040.0
-1430.6401430.640474639.00
-111439.0
-2473650.
2185900.0
-6738.500
-678107.0
474639.00
-6738.500
-19926.00
-458757.0
241273.00
-1205090.
-1525450.
-458757.0
-744241.0-509954.0
-2973.440 11413.900-55536.50
-433115.0
-19926.00
-953200.0
-111439.0
-525424.0
29679.700
410772.00
-239903.029679.700
-314448.0
-1421280.
-756.780756.78054074.800 -54074.80
394.252 mm
2576970.00 Nmm
In Y-Richtung LG 3 - Eigengewicht + Schnee + 0,6 x WindSchnittgrößen M-2
Max M-2: 2185900.00, Min M-2: -2473650.0 Nmm
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 40
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
-42494.5042494.500-44875.6044875.600
-22041.80
995749.00
809776.00
-2611.700 -134439.0
809776.00555129.00
-21278.90-128815.0-10472.60
8084.680
-10749.80
-31751.50-19430.10
-109274.0
44228.30032024.400
148588.00
-4796.7204796.720 172649.0044228.30071069.200
30136.900
306988.0032024.400
-225.150
480086.00
-2408.9102408.910242405.00
-84525.90
-2070030.
929490.00
14289.200
-306636.0
242405.0014289.200
-49985.50
-832129.0
-340162.0
-1059460.-832129.0
-205722.0-129040.0
-10749.80
8084.680
-104603.0
-150898.0
-49985.50
-611735.0
-84525.90-343502.0
8933.560
-105272.0
109274.008933.560
-1915420.
289937.00
44875.600 -44875.60 42494.500 -42494.50
392.200 mm
2145270.00 Nmm
In Y-Richtung LG 4 - Eigengewicht + Wind + 0,5 x SchneeSchnittgrößen M-2
Max M-2: 995749.00, Min M-2: -2070030.0 Nmm
X
Z
-2914.390
-3562.740
-4117.940 -4117.940
-603.310-671.810
1046.8801046.880-13.430
-43.98064.550
54.890
3029.650 3029.650
1092.9701062.430
-1970.420-1969.040
304.920277.410
-71.860
-14.830-14.660
984.490984.830
-1747.740-1750.520
1305.600
1271.860
160.79099.640
-30.550
-40.700
16.330-14.660
3950.2603951.640
-1966.050
-1667.070
4531.990
4508.620
4569.5204563.310
-1535.930-1535.930
-766.120-766.320-570.690-543.180
-3885.560
-3237.200
-994.580-926.070
847.280877.810
3029.650 3029.650
-6900.260
-6934.000
-2204.060-2203.720-128.540-67.390
3507.8803510.660
-2228.820
-2252.190
-2222.440-2228.650
528.510528.310
-1558.700
-1259.720
751.750751.750
385.640 mm
7065.850 N
In Y-Richtung LG 4 - Eigengewicht + Wind + 0,5 x SchneeSchnittgrößen N
Max N: 4569.52, Min N: -6934.00 N
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 41
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
14.769
425.290 mm
In Y-Richtung LF 2 - Schnee sk=1,40 kN/m2Verschiebungen
Faktor für Verschiebungen: 60Max u: 14.77 mm
X
Z
35.976
376.109 mm
In Y-Richtung LF 3 - Wind in +X q=0,71 kN/m2Verschiebungen
Faktor für Verschiebungen: 9Max u: 35.98 mm
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 42
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
STAHL1 - SPANNUNGSANALYSE
BASISANGABEN
ZU BEMESSENDE STÄBEAlle
ZU BEMESSENDE LASTFÄLLELG1 - Eigengewicht + SchneeLG2 - Eigengewicht + WindLG3 - Eigengewicht + Schnee + 0,6 x WindLG4 - Eigengewicht + Wind + 0,5 x Schnee
GRENZSPANNUNGEN
Mat.-Nr.
Material-Bezeichnung
Material-Norm, Kriterium
Grenzspannungen [N/mm^2]Sigma Tau Sigma-v
1 S 355 J2 G3 DIN 18800 t <= 40 mm 327.3 188.9 327.3
QUERSCHNITTE
Quer.-Nr.
Mat.-Nr.
QuerschnittsbezeichnungQuerschnittsdrehung
I-T [cm^4]A [cm^2]
I-2 [cm^4]Alpha pl. y
I-3 [cm^4]Alpha pl. z
50.0
50.0
3.0
QRO 50x3,0 (EN 10210-2)
25.0
25.0
2.0
QRO 25x2,0 (EN 10210-2)
50.0
6.0 50.0 6.062.0
2B 50/50/6
1 1 QRO 50x3,0 (EN 10210-2) 31.90 20.20 20.205.54 1.00 1.00
2 1 QRO 25x2,0 (EN 10210-2) 2.50 1.56 1.561.80 1.00 1.00
3 1 2B 50/50/6 0.67 12.50 47.226.00 1.00 1.00
MAX. SPANNUNGEN IN QUERSCHNITTEN
Spannungs-art
Stab-Nr.
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 39 1835.0 3 LG1 -319.91 327.30 0.98Tau gesamt 6 0.0 8 LG2 100.16 188.90 0.53Sigma-v 39 1835.0 3 LG1 320.02 327.30 0.98Querschnitt Nr. 2 - QRO 25x2,0 (EN 10210-2)Sigma gesamt 20 1135.0 11 LG1 112.86 327.30 0.34Tau gesamt 20 2044.0 8 LG2 0.36 188.90 0.00Sigma-v 20 1135.0 11 LG1 112.86 327.30 0.34Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 24 195.0 3 LG1 -160.91 327.30 0.49Tau gesamt 37 95.0 5 LG3 15.32 188.90 0.08Sigma-v 24 195.0 3 LG1 160.91 327.30 0.49
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 43
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MAX. SPANNUNGEN IN STÄBEN
Spannungs-art
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Stab Nr. 1: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 350.0 3 LG1 154.50 327.30 0.47Tau gesamt 0.0 5 LG1 4.90 188.90 0.03Sigma-v 350.0 3 LG1 154.50 327.30 0.47Stab Nr. 2: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 0.0 1 LG1 104.19 327.30 0.32Tau gesamt 0.0 5 LG1 13.46 188.90 0.07Sigma-v 0.0 1 LG1 104.19 327.30 0.32Stab Nr. 4: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 0.0 1 LG1 -5.70 327.30 0.02Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 5 LG1 5.70 327.30 0.02Stab Nr. 5: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 0.0 1 LG3 1.60 327.30 0.00Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 5 LG3 1.60 327.30 0.00Stab Nr. 6: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 0.0 3 LG2 -7.74 327.30 0.02Tau gesamt 0.0 8 LG2 100.16 188.90 0.53Sigma-v 0.0 8 LG2 173.47 327.30 0.53Stab Nr. 7: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 1835.0 11 LG1 -312.07 327.30 0.95Tau gesamt 0.0 8 LG2 -12.48 188.90 0.07Sigma-v 1835.0 11 LG1 312.16 327.30 0.95Stab Nr. 8: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 0.0 11 LG1 -148.68 327.30 0.45Tau gesamt 0.0 8 LG1 -13.68 188.90 0.07Sigma-v 0.0 11 LG1 149.35 327.30 0.46Stab Nr. 9: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 90.0 3 LG4 -0.62 327.30 0.00Tau gesamt 90.0 8 LG4 -0.42 188.90 0.00Sigma-v 90.0 2 LG4 0.77 327.30 0.00Stab Nr. 10: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 0.0 5 LG2 7.74 327.30 0.02Tau gesamt 0.0 8 LG2 -100.16 188.90 0.53Sigma-v 0.0 8 LG2 173.47 327.30 0.53Stab Nr. 11: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 0.0 3 LG1 103.64 327.30 0.32Tau gesamt 95.0 5 LG1 14.06 188.90 0.07Sigma-v 0.0 3 LG1 103.64 327.30 0.32Stab Nr. 12: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 0.0 11 LG3 7.43 327.30 0.02Tau gesamt 90.0 8 LG3 2.52 188.90 0.01Sigma-v 0.0 11 LG3 7.70 327.30 0.02Stab Nr. 13: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 0.0 1 LG1 -6.86 327.30 0.02Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 5 LG1 6.86 327.30 0.02Stab Nr. 14: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 582.0 3 LG1 -131.98 327.30 0.40Tau gesamt 194.0 5 LG1 2.54 188.90 0.01Sigma-v 582.0 3 LG1 131.98 327.30 0.40Stab Nr. 15: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 0.0 3 LG1 96.17 327.30 0.29Tau gesamt 0.0 8 LG1 -16.88 188.90 0.09Sigma-v 0.0 3 LG1 97.75 327.30 0.30Stab Nr. 16: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 0.0 1 LG1 89.60 327.30 0.27Tau gesamt 0.0 5 LG1 4.22 188.90 0.02Sigma-v 0.0 1 LG1 89.60 327.30 0.27Stab Nr. 18: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 224.0 11 LG1 -141.62 327.30 0.43Tau gesamt 224.0 8 LG1 25.99 188.90 0.14Sigma-v 224.0 11 LG1 144.15 327.30 0.44Stab Nr. 19: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 44
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MAX. SPANNUNGEN IN STÄBEN
Spannungs-art
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Sigma gesamt 1415.0 3 LG3 -235.46 327.30 0.72Tau gesamt 0.0 8 LG1 -15.32 188.90 0.08Sigma-v 1415.0 3 LG3 235.46 327.30 0.72Stab Nr. 20: Querschnitt Nr. 2 - QRO 25x2,0 (EN 10210-2)Sigma gesamt 1135.0 11 LG1 112.86 327.30 0.34Tau gesamt 2044.0 8 LG2 0.36 188.90 0.00Sigma-v 1135.0 11 LG1 112.86 327.30 0.34Stab Nr. 21: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 99.0 3 LG1 126.71 327.30 0.39Tau gesamt 99.0 8 LG1 10.74 188.90 0.06Sigma-v 99.0 3 LG1 127.20 327.30 0.39Stab Nr. 22: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 100.0 11 LG1 -2.44 327.30 0.01Tau gesamt 100.0 8 LG1 1.28 188.90 0.01Sigma-v 100.0 11 LG1 2.78 327.30 0.01Stab Nr. 23: Querschnitt Nr. 2 - QRO 25x2,0 (EN 10210-2)Sigma gesamt 0.0 1 LG4 0.36 327.30 0.00Tau gesamt 0.0 1 LG1 0.00 188.90 0.00Sigma-v 0.0 1 LG4 0.36 327.30 0.00Stab Nr. 24: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 195.0 3 LG1 -160.91 327.30 0.49Tau gesamt 0.0 5 LG3 0.98 188.90 0.01Sigma-v 195.0 3 LG1 160.91 327.30 0.49Stab Nr. 25: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 195.0 1 LG1 140.27 327.30 0.43Tau gesamt 195.0 5 LG4 1.39 188.90 0.01Sigma-v 195.0 1 LG1 140.27 327.30 0.43Stab Nr. 26: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 0.0 11 LG1 -1.76 327.30 0.01Tau gesamt 0.0 8 LG1 -1.07 188.90 0.01Sigma-v 0.0 10 LG1 2.08 327.30 0.01Stab Nr. 27: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 0.0 3 LG1 128.25 327.30 0.39Tau gesamt 0.0 8 LG1 -11.00 188.90 0.06Sigma-v 0.0 3 LG1 128.76 327.30 0.39Stab Nr. 28: Querschnitt Nr. 2 - QRO 25x2,0 (EN 10210-2)Sigma gesamt 1135.0 11 LG1 112.86 327.30 0.34Tau gesamt 227.0 8 LG2 -0.35 188.90 0.00Sigma-v 1135.0 11 LG1 112.86 327.30 0.34Stab Nr. 29: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 2122.0 11 LG1 -213.54 327.30 0.65Tau gesamt 2122.0 8 LG1 14.97 188.90 0.08Sigma-v 2122.0 11 LG1 214.10 327.30 0.65Stab Nr. 30: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 0.0 11 LG3 -194.18 327.30 0.59Tau gesamt 0.0 8 LG1 -26.08 188.90 0.14Sigma-v 0.0 11 LG3 195.28 327.30 0.60Stab Nr. 32: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 199.0 3 LG3 119.61 327.30 0.37Tau gesamt 199.0 8 LG3 19.52 188.90 0.10Sigma-v 199.0 3 LG3 121.31 327.30 0.37Stab Nr. 33: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 199.0 1 LG3 114.91 327.30 0.35Tau gesamt 199.0 5 LG3 5.19 188.90 0.03Sigma-v 199.0 1 LG3 114.91 327.30 0.35Stab Nr. 34: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 582.0 3 LG1 -133.99 327.30 0.41Tau gesamt 0.0 5 LG1 2.49 188.90 0.01Sigma-v 582.0 3 LG1 133.99 327.30 0.41Stab Nr. 35: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 0.0 1 LG1 -7.16 327.30 0.02Tau gesamt 0.0 5 LG4 0.00 188.90 0.00Sigma-v 0.0 1 LG1 7.16 327.30 0.02Stab Nr. 36: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 90.0 11 LG2 -8.15 327.30 0.02
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 45
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MAX. SPANNUNGEN IN STÄBEN
Spannungs-art
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Tau gesamt 0.0 8 LG2 2.56 188.90 0.01Sigma-v 90.0 11 LG2 8.51 327.30 0.03Stab Nr. 37: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 0.0 3 LG1 108.39 327.30 0.33Tau gesamt 95.0 5 LG3 15.32 188.90 0.08Sigma-v 0.0 3 LG1 108.39 327.30 0.33Stab Nr. 38: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 0.0 3 LG3 -6.70 327.30 0.02Tau gesamt 0.0 8 LG3 99.04 188.90 0.52Sigma-v 0.0 8 LG3 171.55 327.30 0.52Stab Nr. 39: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 1835.0 3 LG1 -319.91 327.30 0.98Tau gesamt 229.0 8 LG3 -10.92 188.90 0.06Sigma-v 1835.0 3 LG1 320.02 327.30 0.98Stab Nr. 40: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 0.0 3 LG1 -152.97 327.30 0.47Tau gesamt 175.0 8 LG1 14.07 188.90 0.07Sigma-v 0.0 3 LG1 153.67 327.30 0.47Stab Nr. 41: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 90.0 3 LG2 -0.33 327.30 0.00Tau gesamt 90.0 8 LG2 -0.21 188.90 0.00Sigma-v 90.0 2 LG2 0.40 327.30 0.00Stab Nr. 42: Querschnitt Nr. 1 - QRO 50x3,0 (EN 10210-2)Sigma gesamt 80.0 3 LG3 -6.70 327.30 0.02Tau gesamt 0.0 8 LG3 -99.04 188.90 0.52Sigma-v 0.0 8 LG3 171.55 327.30 0.52Stab Nr. 44: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 0.0 1 LG1 -5.87 327.30 0.02Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 5 LG1 5.87 327.30 0.02Stab Nr. 45: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 5.0 1 LG2 -1.57 327.30 0.00Tau gesamt 5.0 5 LG4 0.01 188.90 0.00Sigma-v 5.0 5 LG2 1.57 327.30 0.00Stab Nr. 46: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 350.0 1 LG1 159.99 327.30 0.49Tau gesamt 0.0 5 LG1 5.10 188.90 0.03Sigma-v 350.0 1 LG1 159.99 327.30 0.49Stab Nr. 47: Querschnitt Nr. 3 - 2B 50/50/6Sigma gesamt 0.0 3 LG1 109.09 327.30 0.33Tau gesamt 0.0 5 LG1 13.90 188.90 0.07Sigma-v 0.0 3 LG1 109.09 327.30 0.33
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 46
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MASSGEBENDE SCHNITTGRÖSSEN - [SIGMA-V]
Stab-Nr.
x-Stelle[mm]
LFNr.
Kräfte [N]N Q-2 Q-3
Momente [Nmm]M-T M-2 M-3
1 350.0 LG1 6410.94 0.00 1961.30 0.00 719079.04 0.002 0.0 LG1 6355.10 0.00 5383.09 0.00 -4.680E05 0.004 0.0 LG1 -3421.78 0.00 0.45 0.00 0.00 0.005 0.0 LG3 961.44 0.00 0.17 0.00 0.00 0.006 0.0 LG2 0.00 2.47 -1563.15 1.240E+06 62526.00 32.907 1835.0 LG1 -7973.85 0.00 -1894.25 0.00 -2.405E06 0.008 0.0 LG1 -157.44 0.00 3425.10 0.00 -1.199E06 0.009 90.0 LG4 -14.66 0.00 106.22 0.00 4796.72 0.00
10 0.0 LG2 0.00 2.47 1563.15 -1.240E06 -62526.00 32.9011 0.0 LG1 6020.68 0.00 -5617.88 0.00 468003.72 0.0012 0.0 LG3 645.67 0.00 -488.71 0.00 50619.08 0.0013 0.0 LG1 -4113.62 0.00 0.39 0.00 0.00 0.0014 582.0 LG1 -16046.50 0.00 -939.44 0.00 -5.262E05 0.0015 0.0 LG1 1631.70 0.00 4227.82 0.00 -7.532E05 0.0016 0.0 LG1 5016.36 0.00 1687.91 0.00 -4.062E05 0.0018 224.0 LG1 -3587.56 0.00 -6508.95 0.00 -1.092E06 0.0019 1415.0 LG3 -16133.60 0.00 -219.06 0.00 1.667E+06 0.0020 1135.0 LG1 18428.37 0.00 -0.02 0.00 12880.69 0.0021 99.0 LG1 10019.93 0.00 -2690.85 0.00 -8.777E05 0.0022 100.0 LG1 -68.37 0.00 -321.24 0.00 -18744.90 0.0023 0.0 LG4 64.55 0.00 0.00 0.00 0.00 0.0024 195.0 LG1 -30963.00 0.00 -25.69 0.00 -5.465E05 0.0025 195.0 LG1 10360.43 0.00 -66.41 0.00 -6.150E05 0.0026 0.0 LG1 -56.90 0.00 267.51 0.00 -13372.20 0.0027 0.0 LG1 10006.50 0.00 2754.07 0.00 -8.904E05 0.0028 1135.0 LG1 18428.37 0.00 0.02 0.00 12880.69 0.0029 2122.0 LG1 -20279.50 0.00 -3750.06 0.00 -1.430E06 0.0030 0.0 LG3 -2980.39 0.00 5000.25 0.00 -1.525E06 0.0032 199.0 LG3 904.84 0.00 -4889.15 0.00 -9.532E05 0.0033 199.0 LG3 5897.21 0.00 -2076.47 0.00 -5.254E05 0.0034 582.0 LG1 -16661.30 0.00 -912.92 0.00 -5.311E05 0.0035 0.0 LG1 -4296.46 0.00 -0.33 0.00 0.00 0.0036 90.0 LG2 -703.15 0.00 -591.53 0.00 -55631.90 0.0037 0.0 LG1 6446.45 0.00 -5939.15 0.00 488244.93 0.0038 0.0 LG3 0.00 2.47 -1351.87 1.237E+06 54074.82 32.9039 1835.0 LG1 -8009.57 0.00 2033.26 0.00 2.468E+06 0.0040 0.0 LG1 -148.84 0.00 -3524.62 0.00 1.234E+06 0.0041 90.0 LG2 -14.66 0.00 53.35 0.00 2420.12 0.0042 0.0 LG3 0.00 2.47 1351.87 -1.237E06 -54074.80 32.9044 0.0 LG1 -3522.00 0.00 0.40 0.00 0.00 0.0045 5.0 LG2 -940.19 0.00 -0.85 0.00 0.00 0.0046 350.0 LG1 6909.40 0.00 -2038.50 0.00 -7.424E05 0.0047 0.0 LG1 6862.16 0.00 -5560.51 0.00 488244.93 0.00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 47
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SPANNUNGSAUSNUTZUNG
Y
Z
X
53
53
95.4
47.2
45.6
1.7
31.8
0.20.5
40.3
31.7
2.42.1
29.9
27.444
34.5
71.9
38.9
0.1
0.8
49.242.9
0.6
39.3
34.5
65.4
52.4
52.4
97.8
59.7
40.9
37.1
35.1
47
48.9
2.2 1.8
2.6
33.1
0.1
33.30.5
Isometrie STAHL1 - SpannungsanalyseSigma-v
Max = 97.8%
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 3
Rahmen H509 in Achse B
Seite: 48
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
sterh
olz-S
charm
beck
Seite: 49 POS. 4 Rückwand H509 in Achse G M 1:50
a) Eigengewicht Dach-Verkleidung H509, Stützweite 1,508 m:
Trapezblechverkleidung 0,05 x 1,508/2 g´ = 0,038 kN/m
Pfetten 0,019 x 1,508/2 g´ = 0,014 kN/m
=> Gesamtgewicht Dachverkleidung => g1´ = 0,052 kN/m
Eigengewicht Wand-Verkleidung H509, Stützweite 1,85 m:
Trapezblechverkleidung 0,05 x 1,85 g2´ = 0,093 kN/m
b) Windlasten H509, Stützweite 1,85 m:
auf Wand (cpe = +0,71) => w1 = 0,50 kN/m2
=> auf Wand 0,50 x 1,85 w´1 = +0,925 kN/m
auf Dach (cpe = -1,33) => w1 = 0,95 kN/m2
=> auf Dach 0,95 x 1,508 / 2 w´1 = -0,716 kN/m
c) Schneelasten H509, Stützweite 1,508 m:
1,12 x 1,508 / 2 => s´i = 0,844 kN
INHALT
Inhalt ................................................................................................................................ 50Basisangaben ................................................................................................................. 50Grafik - Struktur ............................................................................................................... 51Strukturdaten Knoten .......................................................................................................................... 52 Querschnitte ................................................................................................................. 52 Materialien .................................................................................................................... 53 Stabendgelenke ........................................................................................................... 53 Stäbe ............................................................................................................................ 53 Auflager ........................................................................................................................ 54 Starre Kopplungen ....................................................................................................... 54Belastungen Basisangaben der Lastfälle ........................................................................................ 54 LF 1 - Eigengewicht und Aufbau ................................................................................ 54 LF 2 - Schnee sk=1,40 kN/m2 .................................................................................... 54 LF 3 - Wind in +Y q=0,71 kN/m2 ................................................................................ 54 LF 4 - Stabilisierungslast V/100 .................................................................................. 55LF-, LG-Ergebnisse LF-Gruppen ................................................................................................................. 55 Daten zur Theorie II. Ordnung .................................................................................... 55Grafik - Belastung ........................................................................................................ 56 Schnittgrößen stabbezogen ........................................................................................ 57 Auflagerkräfte und -momente ..................................................................................... 67Grafik - Ergebnisse ...................................................................................................... 69Grafik - Ergebnisse ...................................................................................................... 70Grafik - Ergebnisse ...................................................................................................... 71Grafik - Ergebnisse ...................................................................................................... 72Grafik - Ergebnisse ...................................................................................................... 73STAHL ............................................................................................................................. 74STAHL1 - Spannungsanalyse ....................................................................................... 74 Basisangaben .............................................................................................................. 74 Grenzspannungen ....................................................................................................... 74 Querschnitte ................................................................................................................. 74 Ergebnisse ................................................................................................................... 74 Max. Spannungen in Querschnitten .......................................................................... 74 Max. Spannungen in Stäben ...................................................................................... 75 Maßgebende Schnittgrößen - [Sigma-v] ................................................................... 78Grafik - SPANNUNGSAUSNUTZUNG ...................................................................... 79
BASISANGABEN
BERECHNUNGSART
Statik Theorie I. Ordnung Nachweis Theorie II. Ordnung Dynamik Seiltheorie
Lastfälle Bemessungsfälle LF-Gruppen Dynamikfälle LF-Kombinationen Knickfiguren
STRUKTURKENNWERTE
1D-Durchlaufträger 31 Knoten 45 Stäbe 2D-Stabwerk 1 Materialien 0 Seilstäbe 3D-Stabwerk 2 Querschnitte 0 Voutenstäbe Trägerrost 2 Stabendgelenke 0 El. gebet. Stäbe
0 Stabteilungen 0 Stabzüge
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 50
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
STRUKTUR
Y
Z
X
4
6
45
16
4
12
1 315
1
2 1
7
56 42 62
3 28
7 653 7
12
11
1
93
910
78 11
8913
810
14
911 15
1011
17
13
10
18
12
13
22
12
19
19
14
13
20
141521
151623
14
18
24
15
17
25
17
16
28
19
20
26
18
17
30
19
25
27
20
18
29
21
20
38
25
26
31
2122
34
22
29
412926
32
23
21
33
24
22
39
26
27 44
30
29
35
2324
42
3027
36
28
23 37
31
24
40
28
2745
31
3043
3128
Isometrie
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 51
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KNOTEN
Knoten-Nr.
Koordinaten-system
Bezugs-Knoten
KnotenkoordinatenX [mm] Y [mm] Z [mm]
1 Kartesisch - -2780.0 0.0 1835.02 Kartesisch - -2780.0 0.0 2185.03 Kartesisch - -2780.0 0.0 2278.04 Kartesisch - -2775.0 0.0 0.0
Gelagert
5 Kartesisch - -2775.0 0.0 1835.06 Kartesisch - -2775.0 0.0 2185.0
Gelagert
7 Kartesisch - -2775.0 0.0 2275.08 Kartesisch - -2686.6 0.0 2293.79 Kartesisch - -2686.6 0.0 2298.7
10 Kartesisch - -2491.0 0.0 2335.411 Kartesisch - -2491.0 0.0 2340.412 Kartesisch - -925.0 0.0 0.0
Gelagert
13 Kartesisch - -925.0 0.0 2668.314 Kartesisch - -195.6 0.0 2823.415 Kartesisch - -97.8 0.0 2844.216 Kartesisch - 0.0 0.0 2865.0
Gelagert
17 Kartesisch - 97.8 0.0 2844.218 Kartesisch - 195.6 0.0 2823.419 Kartesisch - 925.0 0.0 0.0
Gelagert
20 Kartesisch - 925.0 0.0 2668.321 Kartesisch - 2491.0 0.0 2335.422 Kartesisch - 2491.0 0.0 2340.423 Kartesisch - 2686.6 0.0 2293.724 Kartesisch - 2686.6 0.0 2298.725 Kartesisch - 2775.0 0.0 0.0
Gelagert
26 Kartesisch - 2775.0 0.0 1835.027 Kartesisch - 2775.0 0.0 2185.0
Gelagert
28 Kartesisch - 2775.0 0.0 2275.029 Kartesisch - 2780.0 0.0 1835.030 Kartesisch - 2780.0 0.0 2185.031 Kartesisch - 2780.0 0.0 2278.0
QUERSCHNITTE
Quer.-Nr.
Mater.-Nr.
Querschnitts-Bezeichnung
IT A
I2 A2
I3 [mm4]A3 [mm2]
QRO 50x2 (EN 10219-2) 2B 50/50/3
1 1 QRO 50x2 (EN 10219-2) 225759. 141470. 141470.373.7
2 1 2B 50/50/3 866. 62500. 210900.300.0
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 52
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MATERIALIEN
Mater.-Nr.
Material-Bezeichnung
E-Modul[N/mm2]
Schubmodul[N/mm2]
Sp. Gewicht[N/mm3]
Wärmedehn.[1/°C]
1 S 355 J2 2.100E+05 8.100E+04 7.850E-05 1.200E-05
STABENDGELENKE
Gelenk-Nr.
Bezugs-Achse
N/Q-Gelenk bzw. Feder [N/mm]1-Normal 2-Schub 3-Schub
T/M-Gelenk bzw. Feder [Nmm/rad]1-Torsion 2-Biegung 3-Biegung
1 Lokal Nein Nein Nein Nein Ja Nein2 Lokal Ja Nein Ja Nein Ja Ja
STÄBE
Stab-Nr.
Stab-typ
KnotenAnf. Ende
Beta[°]
QuerschnittAnf. Ende
GelenkAnf. Ende
Teil.-Nr.
Länge[mm]
Stab-lage
L o ka le s S ta b a ch se n s y s tem
1 1 b
3
2 2 b
3 b
β
X
ZY
h ie r n e g a t ivβ
i
j
1 Balken 2 1 0.00 2 2 - - - 350.0 VERT2 Balken 3 2 0.00 2 2 - - - 93.0 VERT3 Starre Kop 1 5 0.00 - - - 5.0 HORI4 Fachwerks 2 6 0.00 2 2 - - - 5.0 HORI5 Fachwerks 3 7 0.00 2 2 - - - 5.8 ALLG6 Balken 4 5 0.00 1 1 - - - 1835.0 VERT7 Balken 5 6 0.00 1 1 - - - 350.0 VERT8 Balken 7 6 0.00 1 1 2 - - 90.0 VERT9 Balken 3 9 0.00 2 2 - - - 95.7 ALLG
10 Balken 7 8 0.00 1 1 - - - 90.4 ALLG11 Fachwerks 8 9 0.00 2 2 - - - 5.0 VERT12 Balken 11 1 0.00 2 2 - - - 582.2 ALLG13 Balken 8 10 0.00 1 1 - - - 200.0 ALLG14 Balken 9 11 0.00 2 2 - - - 200.0 ALLG15 Starre Kop 10 11 0.00 - - - 5.0 VERT16 Balken 4 12 0.00 1 1 - - - 1850.0 HORI17 Balken 13 10 0.00 1 1 - - - 1601.0 ALLG18 Balken 12 13 0.00 1 1 - - - 2668.3 VERT19 Balken 14 13 0.00 1 1 - - - 745.7 ALLG20 Balken 14 15 0.00 1 1 - - - 100.0 ALLG21 Balken 15 16 0.00 1 1 - - - 100.0 ALLG22 Balken 12 19 0.00 1 1 - - - 1850.0 HORI23 Balken 14 18 0.00 2 2 - - - 391.3 HORI24 Balken 15 17 0.00 2 2 - - - 195.6 HORI25 Balken 17 16 0.00 1 1 - 2 - 100.0 ALLG26 Balken 18 17 0.00 1 1 - - - 100.0 ALLG27 Balken 20 18 0.00 1 1 - - - 745.7 ALLG28 Balken 19 20 0.00 1 1 - - - 2668.3 VERT29 Balken 21 20 0.00 1 1 - - - 1601.0 ALLG30 Balken 19 25 0.00 1 1 - - - 1850.0 HORI31 Starre Kop 21 22 0.00 - - - 5.0 VERT32 Balken 23 21 0.00 1 1 - - - 200.0 ALLG33 Balken 24 22 0.00 2 2 - - - 200.0 ALLG34 Balken 22 29 0.00 2 2 - - - 582.2 ALLG35 Fachwerks 23 24 0.00 2 2 - - - 5.0 VERT36 Balken 28 23 0.00 1 1 - - - 90.4 ALLG37 Balken 31 24 0.00 2 2 - - - 95.7 ALLG38 Balken 25 26 0.00 1 1 - - - 1835.0 VERT39 Balken 26 27 0.00 1 1 - - - 350.0 VERT40 Balken 28 27 0.00 1 1 2 - - 90.0 VERT41 Starre Kop 29 26 0.00 - - - 5.0 HORI42 Fachwerks 30 27 0.00 2 2 - - - 5.0 HORI43 Fachwerks 31 28 0.00 2 2 - - - 5.8 ALLG44 Balken 30 29 0.00 2 2 - - - 350.0 VERT45 Balken 31 30 0.00 2 2 - - - 93.0 VERT
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 53
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
AUFLAGER
Lager-Nr.
GelagerteKnoten
Drehung [°]Alpha Beta
Festes Auflager bzw. Feder [N/mm] [Nmm/rad]in X in Y in Z um X um Y um Z
1 6,16,27 0.0 0.0 Nein Ja Nein Nein Nein Nein2 4,12,19,25 0.0 0.0 Ja Ja Ja Nein Nein Nein
STARRE KOPPLUNGEN
Koppl.-Nr.
Starre Kopplung anStäben
Starre Verbindung inX Y Z
Starre Einspannung umX Y Z
1 3,15,31,41 Ja Ja Ja Ja Ja Ja
BASISANGABEN DER LASTFÄLLE
LF-Nr. LF-Bezeichnung Faktor Überlagerungsart Eigengewicht
1 Eigengewicht und Aufbau 1.00 Ständig -1.052 Schnee sk=1,40 kN/m2 1.00 Veränderlich -3 Wind in +Y q=0,71 kN/m2 1.00 Veränderlich -4 Stabilisierungslast V/100 1.00 Veränderlich -
STABLASTEN LF 1
Nr.BelasteteStäbe
Last-art
Last-Richtung
Parameter [kN, kNm, m, °C, kN/m, kNm/m]P1
G - I n Z -R ic h tu n g a ls G e w ic h t
Z
B ez u
g slä n
g e
1 10,13,17,19-21,25 1 G 0.052-27,29,32,36
2 6-8,38-40 1 G 0.0853 18,28 1 G 0.093
STABLASTEN LF 2
Nr.BelasteteStäbe
Last-art
Last-Richtung
Parameter [kN, kNm, m, °C, kN/m, kNm/m]P1
1 10,13,17,19-21,25 1 G 0.844-27,29,32,36
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 54
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STABLASTEN LF 3
Nr.BelasteteStäbe
Last-art
Last-Richtung
Parameter [kN, kNm, m, °C, kN/m, kNm/m]P1
Y - G lobal in Y -R ichtung
Y
Bezugslänge
3 - Loka l in 3 -R ich tung
Bezugslän
ge
1
3
1 10,13,17,19-21,25 1 3 -0.716-27,29,32,36
2 6-8,38-40 1 Y 0.4633 18,28 1 Y 0.925
KNOTENKRÄFTE LF 4
Nr.BelasteteKnoten
KnotenkräftePX [kN] PY [kN] PZ [kN]
1 7 0.067 0.000 0.000
LF-GRUPPEN
LG-Nr. LG-Bezeichnung FaktorBeiwertγM Lastfälle in LG
1 Eigengewicht + Schnee 1.00 1.10 1.35*LF1 + 1.50*LF2 + LF42 Eigengewicht + Wind 1.00 1.10 1.35*LF1 + 1.50*LF3 + LF43 Eigengewicht + Schnee + 0 1.00 1.10 1.35*LF1 + 1.50*LF2 + 0.90*LF3 +
,6 x Wind LF44 Eigengewicht + Wind + 0,5 1.00 1.10 1.35*LF1 + 0.75*LF2 + 1.50*LF3 +
x Schnee LF4
DATEN ZUR THEORIE II. ORDNUNG
LG-Nr.
FaktorNy
AnzahlIterationen
Eps-Konvergenzvorhanden gewollt
Ny-facheErgebnisse
Entlastungdurch Zugkräfte
LG1 1.000 2 .42E-03 0.01 Ja NeinLG2 1.000 2 .45E-04 0.01 Ja NeinLG3 1.000 2 .24E-03 0.01 Ja NeinLG4 1.000 2 .21E-04 0.01 Ja Nein
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 55
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
BELASTUNG
X
Z
0.050.05
0.09
0.05
0.050.05
0.05
0.05
0.09 0.05
0.09
0.09
0.09
0.05
0.05
0.05
0.09
0.05
0.09
0.09
596.994 mm
In Y-Richtung LF 1 - Eigengewicht und Aufbau[kN/m]
X
Z
0.840.84
0.84
0.840.84
0.84
0.840.84
0.84
0.84
0.84
0.84
596.994 mm
In Y-Richtung LF 2 - Schnee sk=1,40 kN/m2[kN/m]
X
Z
0.720.72
0.93
0.72
0.72 0.72
0.72
0.72
0.46
0.72
0.46
0.46
0.46
0.72
0.72
0.72
0.93
0.72
0.46
0.46
522.429 mm
In Y-Richtung LF 3 - Wind in +Y q=0,71 kN/m2[kN/m]
X
Z
0.07
559.647 mm
In Y-Richtung LF 4 - Stabilisierungslast V/100[kN]
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 56
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SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
1 LF1 2 0 .66 .00 6.86 .00 837.12 .00 1 350 -7.99 .00 6.86 .00 3237.38 .00 LF2 2 0 56.59 .00 64.67 .00 7515.82 .00 1 350 56.59 .00 64.67 .00 30150.21 .00 LF3 2 0 -57.23 -296.10 -58.22 106.85 -6594.23 27811.55 1 350 -57.23 -296.10 -58.22 106.85 -26970.0 131444.9 LF4 2 0 -98.46 .00 -12.69 .00 -54.71 .00 1 350 -98.46 .00 -12.69 .00 -4495.30 .00 LG1 2 0 -22.47 .00 92.91 .00 12436.98 .00 1 350 -34.15 .00 92.93 .00 44955.01 .00 LG2 2 0 -183.93 -446.29 -90.92 161.71 -8825.03 41912.75 1 350 -195.62 -446.26 -90.81 161.71 -40638.8 198143.8 LG3 2 0 -68.94 -276.86 40.69 97.79 6431.19 26030.73 1 350 -80.62 -276.92 40.68 97.79 20673.18 122947.5 LG4 2 0 -141.05 -445.78 -42.32 161.32 -3178.91 41867.35 1 350 -152.73 -445.79 -42.28 161.32 -17987.2 197928.8 2 LF1 3 0 3.02 .00 30.72 .00 -2019.48 .00 2 93 .72 .00 30.72 .00 837.12 .00 LF2 3 0 56.59 .00 285.86 .00 -19069.0 .00 2 93 56.59 .00 285.86 .00 7515.82 .00 LF3 3 0 -57.23 -296.10 -255.65 106.85 17181.51 274.69 2 93 -57.23 -296.10 -255.65 106.85 -6594.23 27811.55 LF4 3 0 -98.46 .00 -42.15 .00 3865.38 .00 2 93 -98.46 .00 -42.15 .00 -54.71 .00 LG1 3 0 -20.42 .00 426.21 .00 -27197.3 .00 2 93 -23.53 .00 426.22 .00 12436.98 .00 LG2 3 0 -180.75 -446.25 -384.34 161.71 26920.65 407.98 2 93 -183.85 -446.29 -384.37 161.71 -8825.03 41912.75 LG3 3 0 -66.03 -277.12 196.29 97.79 -11823.6 260.66 2 93 -69.13 -277.14 196.30 97.79 6431.19 26030.73 LG4 3 0 -137.86 -445.74 -169.81 161.32 12613.96 409.38 2 93 -140.96 -445.78 -169.82 161.32 -3178.91 41867.35 4 LF1 2 0 -23.86 .00 .06 6 5.0 -23.86 .00 -.06 LF2 2 0 -221.19 .00 .00 6 5.0 -221.19 .00 .00 LF3 2 0 197.44 .00 .00 6 5.0 197.44 .00 .00 LF4 2 0 29.46 .00 .00 6 5.0 29.46 .00 .00 LG1 2 0 -333.31 .00 .08 6 5 -333.31 .00 -.09 LG2 2 0 293.45 .00 .08 6 5 293.45 .00 -.08 LG3 2 0 -155.61 .00 .08 6 5 -155.61 .00 -.09 LG4 2 0 127.50 .00 .08 6 5 127.50 .00 -.08 5 LF1 3 0 28.80 .00 .06 7 5.8 28.73 .00 -.06 LF2 3 0 250.51 .00 .00 7 5.8 250.51 .00 .00 LF3 3 0 -221.05 .00 .00 7 5.8 -221.05 .00 .00 LF4 3 0 44.85 .00 .00 7 5.8 44.85 .00 .00 LG1 3 0 466.19 .00 .08 7 5 466.09 .00 -.08 LG2 3 0 -248.38 .00 .08 7 5 -248.48 .00 -.08 LG3 3 0 262.77 .00 .08 7 5 262.67 .00 -.08 LG4 3 0 -60.07 .00 .08 7 5 -60.17 .00 -.08 6 LF1 4 0 -372.81 .00 -13.22 .00 9463.11 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 57
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SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
6 LF1 5 1835 -160.31 .00 -13.22 .00 -14792.7 .00 LF2 4 0 -776.98 .00 -100.88 .00 50185.18 .00 5 1835 -776.98 .00 -100.88 .00 -134936 .00 LF3 4 0 684.82 -477.71 89.17 69683.91 -43226.6 125332.0 5 1835 684.82 371.89 89.17 69683.91 120408.9 222424.2 LF4 4 0 10.86 .00 19.17 .00 -18113.4 .00 5 1835 10.86 .00 19.17 .00 17060.07 .00 LG1 4 0 -1654.80 .00 -151.09 .00 69895.11 .00 5 1835 -1367.93 .00 -144.34 .00 -205004 .00 LG2 4 0 534.58 -717.24 135.24 104723.2 -70242.0 187935.1 5 1835 821.45 557.17 135.24 104723.2 177924.7 334800.7 LG3 4 0 -1040.14 -440.07 -69.66 64168.59 30636.03 118033.1 5 1835 -753.27 342.14 -67.83 64168.59 -96403.1 206635.6 LG4 4 0 -47.98 -717.86 59.48 104648.0 -32574.1 187886.0 5 1835 238.89 557.39 59.44 104648.0 76559.91 334592.6 7 LF1 5 0 -51.01 .00 23.86 .00 -8350.40 .00 6 350 -10.48 .00 23.86 .00 .00 .00 LF2 5 0 .00 .00 221.19 .00 -77416.2 .00 6 350 .00 .00 221.19 .00 .00 .00 LF3 5 0 .00 385.89 -197.44 41021.25 69102.79 140667.1 6 350 .00 547.94 -197.44 41021.25 .00 -22751.4 LF4 5 0 .00 .00 -29.46 .00 10312.43 .00 6 350 .00 .00 -29.46 .00 .00 .00 LG1 5 0 -70.01 .00 333.55 .00 -116757 .00 6 350 -15.30 .00 333.37 .00 -5.27 .00 LG2 5 0 -68.87 579.13 -293.59 61710.71 102769.4 211218.0 6 350 -14.15 821.48 -293.48 61710.71 3.44 -34038.2 LG3 5 0 -69.15 355.72 155.74 37574.32 -54515.9 129845.9 6 350 -14.43 501.12 155.64 37574.32 -2.75 -20191.2 LG4 5 0 -68.87 579.16 -127.54 61664.55 44646.54 211173.2 6 350 -14.15 821.51 -127.51 61664.55 1.18 -34091.8 8 LF1 7 0 .00 .00 .00 .00 .00 .00 6 90 -10.42 .00 .00 .00 .00 .00 LF2 7 0 .00 .00 .00 .00 .00 .00 6 90 .00 .00 .00 .00 .00 .00 LF3 7 0 .00 231.96 .00 41021.25 .00 .00 6 90 .00 273.63 .00 41021.25 .00 -22751.4 LF4 7 0 .00 .00 .00 .00 .00 .00 6 90 .00 .00 .00 .00 .00 .00 LG1 7 0 .00 .00 .00 .00 .00 .00 6 90 -14.07 .00 .06 .00 5.27 .00 LG2 7 0 .00 347.16 .00 61710.71 .00 .00 6 90 -14.07 409.45 -.04 61710.71 -3.44 -34038.2 LG3 7 0 .00 205.72 .00 37574.32 .00 .00 6 90 -14.07 243.10 .03 37574.32 2.75 -20191.2 LG4 7 0 .00 347.75 .00 61664.55 .00 .00 6 90 -14.07 410.05 -.01 61664.55 -1.18 -34091.8 9 LF1 3 0 9.78 .00 -16.16 .00 2019.48 .00 9 95 10.30 .00 -18.47 .00 362.74 .00 LF2 3 0 109.53 .00 -165.69 .00 19069.04 .00 9 95 109.53 .00 -165.69 .00 3212.42 .00 LF3 3 0 -101.57 296.10 152.58 291.31 -17181.5 -44.81 9 95 -101.57 296.10 152.58 291.31 -2579.01 -28381.8 LF4 3 0 -95.02 .00 56.14 .00 -3865.38 .00 9 95 -95.02 .00 56.14 .00 1507.19 .00 LG1 3 0 73.33 .00 -208.57 .00 27197.32 .00 9 95 74.02 .00 -211.68 .00 7087.94 .00 LG2 3 0 -233.13 440.22 263.02 433.32 -26920.7 -69.50 9 95 -232.44 440.22 259.93 433.32 -1896.64 -42198.0 LG3 3 0 -13.44 276.42 -73.87 275.66 11823.60 -39.01 9 95 -12.75 276.43 -76.99 275.66 4603.60 -26496.3 LG4 3 0 -151.83 441.83 138.92 434.61 -12614.0 -68.82 9 95 -151.14 441.83 135.81 434.61 532.39 -42352.2
10 LF1 7 0 21.08 .00 19.52 .00 .00 .00 8 90 22.63 .00 12.19 .00 1433.25 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 58
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
10 LF2 7 0 183.44 .00 170.60 .00 .00 .00 8 90 199.25 .00 95.97 .00 12047.87 .00 LF3 7 0 -161.87 -231.96 -150.54 8499.97 .00 -40131.0 8 90 -161.87 -231.96 -85.82 8499.97 -10682.2 -19163.8 LF4 7 0 -32.71 .00 16.66 .00 .00 .00 8 90 -32.71 .00 16.66 .00 1505.81 .00 LG1 7 0 275.81 .00 303.46 .00 .00 .00 8 90 301.62 .00 181.63 .00 21924.16 .00 LG2 7 0 -247.90 -349.35 -183.33 12787.02 .00 -60371.4 8 90 -245.81 -349.36 -96.12 12787.02 -12630.2 -28792.1 LG3 7 0 126.86 -205.72 164.94 7785.74 .00 -36758.8 8 90 152.66 -205.72 101.35 7785.74 12034.89 -18163.1 LG4 7 0 -109.59 -348.87 -54.98 12777.45 .00 -60326.2 8 90 -95.64 -348.72 -23.75 12777.45 -3558.70 -28790.4
11 LF1 8 0 -17.82 .00 .00 9 5.0 -17.69 .00 .00 LF2 8 0 -139.36 .00 .00 9 5.0 -139.36 .00 .00 LF3 8 0 129.72 .00 .00 9 5.0 129.72 .00 .00 LF4 8 0 39.98 .00 .00 9 5.0 39.98 .00 .00 LG1 8 0 -190.19 .00 -.01 9 5 -190.02 .00 -.01 LG2 8 0 210.68 .00 .00 9 5 210.84 .00 .00 LG3 8 0 -74.46 .00 .00 9 5 -74.29 .00 .00 LG4 8 0 106.04 .00 .00 9 5 106.20 .00 .00
12 LF1 11 0 -97.25 .00 -5.01 .00 1247.43 .00 1 582 -109.75 .00 -12.16 .00 -3751.44 .00 LF2 11 0 -915.59 .00 -78.15 .00 14243.24 .00 1 582 -915.59 .00 -78.15 .00 -31255.2 .00 LF3 11 0 815.34 -310.09 69.10 178.91 -12467.3 -123185 1 582 815.34 -310.09 69.10 178.91 27760.14 57343.55 LF4 11 0 125.34 .00 1.05 .00 1694.40 .00 1 582 125.34 .00 1.05 .00 2306.66 .00 LG1 11 0 -1365.67 .00 -124.01 .00 25311.29 .00 1 582 -1382.54 .00 -132.93 .00 -49781.1 .00 LG2 11 0 1217.24 -464.63 98.21 268.78 -15399.3 -184450 1 582 1200.37 -464.63 88.56 268.78 38968.11 86049.42 LG3 11 0 -638.73 -293.27 -60.97 167.05 13711.16 -117585 1 582 -655.60 -293.51 -70.49 167.05 -24634.6 53270.19 LG4 11 0 530.35 -464.56 39.39 268.73 -4658.82 -184466 1 582 513.48 -464.56 29.74 268.73 15464.94 85989.84
13 LF1 8 0 26.32 .00 -5.21 .00 1433.25 .00 10 199 29.77 .00 -21.41 .00 -1228.19 .00 LF2 8 0 228.17 .00 -40.15 .00 12047.87 .00 10 199 263.30 .00 -205.25 .00 -12492.2 .00 LF3 8 0 -188.79 -231.96 40.91 8518.43 -10682.2 -19155.6 10 199 -188.79 -231.96 184.10 8518.43 11818.70 27235.82 LF4 8 0 -41.04 .00 55.73 .00 1505.81 .00 10 199 -41.04 .00 55.73 .00 12652.64 .00 LG1 8 0 341.82 .00 -3.94 .00 21924.16 .00 10 199 399.18 .00 -273.45 .00 -5814.73 .00 LG2 8 0 -289.57 -349.88 109.59 12814.75 -12630.2 -28779.8 10 199 -284.91 -349.81 302.52 12814.75 28581.05 41195.09 LG3 8 0 168.23 -205.58 28.70 7803.23 12034.89 -18155.5 10 199 225.59 -205.58 -111.94 7803.23 3710.76 22960.51 LG4 8 0 -117.69 -348.98 79.86 12805.18 -3558.70 -28778.1 10 199 -86.68 -348.61 148.98 12805.18 19322.74 41018.22
14 LF1 9 0 6.45 .00 -1.25 .00 362.74 .00 11 199 7.48 .00 -6.09 .00 -371.12 .00 LF2 9 0 79.09 .00 -30.32 .00 3212.42 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 59
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
14 LF2 11 199 79.09 .00 -30.32 .00 -2851.44 .00 LF3 9 0 -73.24 296.10 26.58 45.64 -2579.01 -28383.2 11 199 -73.24 296.10 26.58 45.64 2736.47 -87601.9 LF4 9 0 -86.21 .00 17.85 .00 1507.19 .00 11 199 -86.21 .00 17.85 .00 5077.47 .00 LG1 9 0 31.85 .00 -26.63 .00 7087.94 .00 11 199 33.24 .00 -33.16 .00 1109.63 .00 LG2 9 0 -186.29 440.71 55.83 68.05 -1896.64 -42200.1 11 199 -184.90 440.65 49.29 68.05 8615.17 -130332 LG3 9 0 -29.05 276.17 -4.21 46.30 4603.60 -26497.7 11 199 -27.66 276.17 -10.75 46.30 3105.75 -81736.6 LG4 9 0 -127.85 442.07 33.26 68.01 532.39 -42354.3 11 199 -126.46 442.03 26.72 68.01 6529.96 -130762
16 LF1 4 0 .00 .00 28.96 .00 -9463.11 .00 12 1850 .00 .00 -28.02 .00 -8598.49 .00 LF2 4 0 .00 .00 33.84 .00 -50185.2 .00 12 1850 .00 .00 33.84 .00 12423.94 .00 LF3 4 0 .00 45.45 -27.47 -125331 43226.59 69683.91 12 1850 .00 45.45 -27.47 -125331 -7592.92 -14398.2 LF4 4 0 .00 .00 -16.56 .00 18113.40 .00 12 1850 .00 .00 -16.56 .00 -12530.6 .00 LG1 4 0 .00 .00 72.77 .00 -69895.1 .00 12 1850 .00 .00 -4.16 .00 -6435.12 .00 LG2 4 0 .00 68.29 -18.71 -187935 70242.00 104723.2 12 1850 .00 68.29 -95.64 -187935 -35529.6 -21619.3 LG3 4 0 .00 42.08 48.10 -118033 -30636.0 64168.59 12 1850 .00 42.08 -28.83 -118033 -12808.1 -13681.7 LG4 4 0 .00 68.25 6.68 -187886 32574.14 104648.0 12 1850 .00 68.25 -70.25 -187886 -26221.0 -21620.0
17 LF1 13 0 3.77 .00 81.29 .00 -26514.8 .00 10 1600 -23.80 .00 -48.37 .00 -162.47 .00 LF2 13 0 71.71 .00 822.38 .00 -258153 .00 10 1600 -209.29 .00 -499.28 .00 478.13 .00 LF3 13 0 229.62 -245.95 -702.90 100476.4 208425.6 -415303 10 1600 229.62 -245.95 443.39 100476.4 694.27 -21544.9 LF4 13 0 -44.53 .00 20.57 .00 -13417.0 .00 10 1600 -44.53 .00 20.57 .00 19520.95 .00 LG1 13 0 69.76 .00 1366.72 .00 -438071 .00 10 1600 -388.96 .00 -792.37 .00 23353.76 .00 LG2 13 0 305.10 -368.19 -924.28 150504.0 263539.3 -622963 10 1600 267.88 -368.19 620.10 150504.0 20053.90 -33510.0 LG3 13 0 275.62 -224.77 732.56 95552.58 -249655 -380181 10 1600 -183.10 -226.11 -393.70 95552.58 22000.89 -19408.2 LG4 13 0 358.78 -368.59 -307.29 150509.8 69830.70 -623008 10 1600 110.81 -368.59 245.84 150509.8 20638.78 -32914.1
18 LF1 12 0 -496.20 .00 .13 .00 84.86 .00 13 2668 -165.86 .00 .13 .00 443.04 .00 LF2 12 0 -1617.47 .00 3.18 .00 3978.18 .00 13 2668 -1617.47 .00 3.18 .00 12455.73 .00 LF3 12 0 1302.08 -1280.50 -9.59 732.58 1754.00 -125103 13 2668 1302.08 1187.68 -9.59 732.58 -23827.7 -1263.96 LF4 12 0 -5.95 .00 14.76 .00 -19158.6 .00 13 2668 -5.95 .00 14.76 .00 20215.43 .00 LG1 12 0 -3104.90 .00 21.30 .00 -14820.9 .00 13 2668 -2658.94 .00 17.48 .00 40237.12 .00 LG2 12 0 1277.53 -1920.85 .52 1054.83 -16384.8 -187628 13 2668 1723.49 1781.41 .52 1054.83 -14998.8 -1591.52 LG3 12 0 -1931.44 -1193.89 11.45 1370.47 -12278.4 -117894 13 2668 -1485.48 1104.95 10.85 1370.47 18749.04 -7019.13 LG4 12 0 64.25 -1920.81 2.94 1082.78 -13437.2 -187564 13 2668 510.21 1781.46 2.94 1082.78 -5589.83 -1657.45
19 LF1 14 0 -17.75 .00 -20.57 .00 11787.04 .00 13 745 -30.60 .00 -80.97 .00 -26071.8 .00 LF2 14 0 -130.68 .00 -144.78 .00 91782.20 .00 13 745 -261.59 .00 -760.37 .00 -245697 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 60
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
19 LF3 14 0 491.06 941.72 38.77 99372.36 -43377.7 287898.3 13 745 491.06 941.72 572.68 99372.36 184597.9 -414329 LF4 14 0 -31.33 .00 11.68 .00 -1914.73 .00 13 745 -31.33 .00 11.68 .00 6798.44 .00 LG1 14 0 -250.36 .00 -233.45 .00 151207.2 .00 13 745 -464.07 .00 -1237.77 .00 -397834 .00 LG2 14 0 681.41 1413.22 42.06 149136.6 -51017.3 432207.6 13 745 664.07 1413.22 761.39 149136.6 248540.5 -621608 LG3 14 0 191.12 848.94 -198.33 88953.68 112522.3 255768.8 13 745 -22.59 849.04 -722.73 88953.68 -230906 -377386 LG4 14 0 583.30 1412.87 -66.51 149083.7 17780.45 431941.4 13 745 467.77 1412.87 191.13 149083.7 64240.86 -621612
20 LF1 14 0 -192.68 .00 -21.55 .00 7772.75 .00 15 99 -190.96 .00 -29.65 .00 5212.68 .00 LF2 14 0 -1489.36 .00 -143.99 .00 58475.08 .00 15 99 -1471.81 .00 -226.54 .00 39948.79 .00 LF3 14 0 942.95 966.64 57.22 51096.39 -27322.7 -61125.1 15 99 942.95 966.64 128.82 51096.39 -18020.6 -157788 LF4 14 0 26.23 .00 2.27 .00 -1227.18 .00 15 99 26.23 .00 2.27 .00 -999.95 .00 LG1 14 0 -2463.70 .00 -239.88 .00 96602.95 .00 15 99 -2435.05 .00 -375.42 .00 65836.80 .00 LG2 14 0 1180.11 1450.54 58.90 76678.43 -31690.6 -91839.8 15 99 1182.43 1450.54 155.37 76678.43 -20977.1 -236892 LG3 14 0 -1618.64 881.29 -190.21 45806.40 72284.70 -53086.7 15 99 -1589.99 880.53 -260.92 45806.40 49727.64 -141190 LG4 14 0 63.38 1450.20 -49.01 76655.33 12146.70 -91713.8 15 99 78.86 1450.20 -14.46 76655.33 8972.83 -236732
21 LF1 15 0 -1.72 .00 8.10 .00 -404.96 .00 16 100 .00 .00 .00 .00 .00 .00 LF2 15 0 -17.56 .00 82.55 .00 -4127.78 .00 16 100 .00 .00 .00 .00 .00 .00 LF3 15 0 .00 1107.25 -71.60 -5553.36 3580.06 108251.8 16 100 .00 1107.25 .00 -5553.36 .00 -2473.69 LF4 15 0 .00 .00 .00 .00 .00 .00 16 100 .00 .00 .00 .00 .00 .00 LG1 15 0 -28.66 .00 134.78 .00 -6740.01 .00 16 100 .00 .00 .00 .00 .00 .00 LG2 15 0 -2.33 1661.52 -96.47 -8352.50 4823.45 162432.6 16 100 .00 1661.49 .00 -8352.50 .00 -3720.54 LG3 15 0 -28.66 997.53 70.34 -5023.12 -3517.49 97516.95 16 100 .00 997.36 .00 -5023.12 .00 -2237.50 LG4 15 0 -15.49 1661.26 -34.55 -8337.65 1727.51 162414.2 16 100 .00 1661.12 .00 -8337.65 .00 -3713.93
22 LF1 12 0 .00 .00 28.49 .00 -8683.36 .00 19 1850 .00 .00 -28.49 .00 -8683.36 .00 LF2 12 0 .00 .00 .00 .00 8445.76 .00 19 1850 .00 .00 .00 .00 8445.76 .00 LF3 12 0 .00 -.06 .00 -228.02 -9346.92 -13665.6 19 1850 .00 -.06 .00 -228.02 -9346.92 -13556.4 LF4 12 0 .00 .00 -6.99 .00 6628.02 .00 19 1850 .00 .00 -6.99 .00 -6308.26 .00 LG1 12 0 .00 .00 31.14 .00 8385.79 .00 19 1850 .00 .00 -45.79 .00 -5164.96 .00 LG2 12 0 .00 -.11 31.49 -306.69 -19144.8 -20564.5 19 1850 .00 -.11 -45.44 -306.69 -32051.9 -20355.5 LG3 12 0 .00 -.07 31.27 -138.62 -529.73 -12311.2 19 1850 .00 -.07 -45.66 -138.62 -13847.0 -12182.7 LG4 12 0 .00 -.11 31.47 -321.85 -12783.8 -20537.2 19 1850 .00 -.11 -45.46 -321.85 -25723.2 -20333.5
23 LF1 14 0 179.87 .00 4.84 .00 4014.29 .00 18 391 179.87 .00 -4.84 .00 4014.29 .00 LF2 14 0 1389.05 .00 .00 .00 33307.12 .00 18 391 1389.05 .00 .00 .00 33307.12 .00 LF3 14 0 -462.00 -24.92 .00 40.89 -16055.0 -231858
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 61
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
23 LF3 18 391 -462.00 -24.92 .00 40.89 -16055.0 -222110 LF4 14 0 -59.21 .00 -1.68 .00 -687.54 .00 18 391 -59.21 .00 -1.68 .00 -1345.45 .00 LG1 14 0 2263.81 .00 4.75 .00 54604.28 .00 18 391 2263.81 .00 -8.31 .00 53906.30 .00 LG2 14 0 -508.82 -36.45 4.68 61.30 -19326.7 -348001 18 391 -508.82 -38.14 -8.06 61.30 -19988.0 -333406 LG3 14 0 1851.23 -22.24 4.79 36.58 40237.56 -207227 18 391 1851.23 -22.24 -8.27 36.58 39555.32 -198526 LG4 14 0 532.57 -37.33 4.85 61.33 5633.76 -347857 18 391 532.57 -37.33 -8.21 61.33 4974.69 -333253
24 LF1 15 0 -192.95 .00 2.42 .00 5617.65 .00 17 195 -192.95 .00 -2.42 .00 5617.65 .00 LF2 15 0 -1486.75 .00 .00 .00 44076.57 .00 17 195 -1486.75 .00 .00 .00 44076.57 .00 LF3 15 0 964.02 -140.60 .00 91.17 -21600.7 -272003 17 195 964.02 -140.60 .00 91.17 -21600.7 -244496 LF4 15 0 26.13 .00 -3.23 .00 -999.95 .00 17 195 26.13 .00 -3.23 .00 -1631.95 .00 LG1 15 0 -2460.18 .00 1.30 .00 72576.81 .00 17 195 -2460.18 .00 -8.15 .00 71906.32 .00 LG2 15 0 1211.24 -210.95 .02 136.77 -25800.5 -408275 17 195 1211.24 -210.95 -6.51 136.77 -26435.8 -367006 LG3 15 0 -1596.23 -125.23 .61 81.75 53245.14 -244057 17 195 -1596.23 -127.02 -7.31 81.75 52589.81 -219380 LG4 15 0 96.47 -210.92 .03 136.77 7245.32 -408092 17 195 96.47 -210.92 -6.50 136.77 6612.24 -366831
25 LF1 17 0 -1.72 .00 8.10 .00 -404.96 .00 16 100 .00 .00 .00 .00 .00 .00 LF2 17 0 -17.56 .00 82.55 .00 -4127.78 .00 16 100 .00 .00 .00 .00 .00 .00 LF3 17 0 .00 -775.29 -71.60 -6079.39 3580.06 -77529.8 16 100 .00 -775.29 .00 -6079.39 .00 .00 LF4 17 0 .00 .00 .00 .00 .00 .00 16 100 .00 .00 .00 .00 .00 .00 LG1 17 0 -28.66 .00 134.78 .00 -6740.17 .00 16 100 .00 .00 .00 .00 .00 .00 LG2 17 0 -2.33 -1163.44 -96.47 -9143.67 4823.44 -116344 16 100 .00 -1163.42 .00 -9143.67 .00 .00 LG3 17 0 -28.66 -699.70 70.34 -5498.92 -3517.64 -69971.1 16 100 .00 -699.53 .00 -5498.92 .00 .00 LG4 17 0 -15.49 -1163.26 -34.55 -9127.42 1727.44 -116327 16 100 .00 -1163.11 .00 -9127.42 .00 .00
26 LF1 18 0 -192.68 .00 -21.55 .00 7772.75 .00 17 99 -190.96 .00 -29.65 .00 5212.68 .00 LF2 18 0 -1489.36 .00 -143.99 .00 58475.08 .00 17 99 -1471.81 .00 -226.54 .00 39948.79 .00 LF3 18 0 942.95 -915.90 57.22 -56829.2 -27322.7 70055.55 17 99 942.95 -915.90 128.82 -56829.2 -18020.6 161644.4 LF4 18 0 24.89 .00 8.59 .00 -2491.19 .00 17 99 24.89 .00 8.59 .00 -1631.95 .00 LG1 18 0 -2465.09 .00 -233.19 .00 95262.24 .00 17 99 -2436.45 .00 -368.72 .00 65166.15 .00 LG2 18 0 1178.76 -1374.37 65.26 -85322.7 -32961.2 105236.2 17 99 1181.08 -1374.37 161.72 -85322.7 -21612.3 242672.2 LG3 18 0 -1620.01 -835.84 -183.66 -51035.5 70974.05 61077.08 17 99 -1591.37 -835.05 -254.37 -51035.5 49072.17 144633.6 LG4 18 0 62.03 -1374.03 -42.68 -85270.0 10880.44 105116.9 17 99 77.52 -1374.03 -8.13 -85270.0 8339.67 242518.6
27 LF1 20 0 -30.60 .00 80.97 .00 -26071.8 .00 18 745 -17.75 .00 20.57 .00 11787.04 .00 LF2 20 0 -261.59 .00 760.37 .00 -245697 .00 18 745 -130.68 .00 144.78 .00 91782.20 .00 LF3 20 0 491.06 -940.81 -572.68 -102998 184597.9 -414236 18 745 491.06 -940.81 -38.77 -102998 -43377.7 287309.9
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 62
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
27 LF4 20 0 -33.37 .00 -2.08 .00 -2289.07 .00 18 745 -33.37 .00 -2.08 .00 -3836.64 .00 LG1 20 0 -466.21 .00 1247.78 .00 -407372 .00 18 745 -252.50 .00 243.53 .00 149168.5 .00 LG2 20 0 662.02 -1411.69 -751.76 -154626 239425.1 -621317 18 745 679.36 -1411.69 -32.42 -154626 -52949.1 431353.5 LG3 20 0 -24.69 -848.07 732.61 -92302.2 -240267 -377175 18 745 189.02 -847.96 208.21 -92302.2 110529.4 255263.5 LG4 20 0 465.73 -1411.35 -181.50 -154542 55137.54 -621338 18 745 581.25 -1411.35 76.14 -154542 15855.13 431084.2
28 LF1 19 0 -496.20 .00 -.13 .00 -84.86 .00 20 2668 -165.86 .00 -.13 .00 -443.04 .00 LF2 19 0 -1617.47 .00 -3.18 .00 -3978.18 .00 20 2668 -1617.47 .00 -3.18 .00 -12455.7 .00 LF3 19 0 1302.08 -1281.80 9.59 -883.88 -1754.00 -125668 20 2668 1302.08 1186.38 9.59 -883.88 23827.73 1644.29 LF4 19 0 21.90 .00 13.67 .00 -18324.6 .00 20 2668 21.90 .00 13.67 .00 18137.90 .00 LG1 19 0 -3074.96 .00 6.72 .00 -24795.3 .00 20 2668 -2629.00 .00 10.32 .00 202.96 .00 LG2 19 0 1305.20 -1922.76 27.86 -1302.77 -21054.6 -188467 20 2668 1751.16 1779.51 27.86 -1302.77 53294.29 2643.29 LG3 19 0 -1902.27 -1194.43 16.74 -1524.81 -26512.3 -118176 20 2668 -1456.31 1103.23 17.20 -1524.81 20892.59 -4261.59 LG4 19 0 92.06 -1922.71 25.49 -1331.78 -24062.5 -188373 20 2668 538.02 1779.56 25.49 -1331.78 43956.64 2612.63
29 LF1 21 0 -23.80 .00 48.37 .00 -162.47 .00 20 1600 3.77 .00 -81.29 .00 -26514.8 .00 LF2 21 0 -209.29 .00 499.28 .00 478.13 .00 20 1600 71.71 .00 -822.38 .00 -258153 .00 LF3 21 0 229.62 245.56 -443.39 -101226 694.27 -21617.2 20 1600 229.62 245.56 702.90 -101226 208425.6 -414754 LF4 21 0 -24.56 .00 22.19 .00 -19671.4 .00 20 1600 -24.56 .00 22.19 .00 15848.82 .00 LG1 21 0 -370.40 .00 837.22 .00 -17986.1 .00 20 1600 88.32 .00 -1321.64 .00 -407169 .00 LG2 21 0 287.84 367.82 -577.50 -151800 -18973.1 -33166.3 20 1600 325.06 367.82 966.88 -151800 292719.3 -622034 LG3 21 0 -163.98 225.72 437.81 -96171.8 -18545.2 -19263.2 20 1600 294.74 224.53 -688.34 -96171.8 -219375 -379548 LG4 21 0 130.79 368.20 -203.09 -151739 -18535.9 -32615.1 20 1600 378.76 368.20 350.04 -151739 99094.18 -622090
30 LF1 19 0 .00 .00 28.02 .00 -8598.49 .00 25 1850 .00 .00 -28.96 .00 -9463.11 .00 LF2 19 0 .00 .00 -33.84 .00 12423.94 .00 25 1850 .00 .00 -33.84 .00 -50185.2 .00 LF3 19 0 .00 -45.46 27.47 125440.8 -7592.92 -14440.3 25 1850 .00 -45.46 27.47 125440.8 43226.59 69658.84 LF4 19 0 .00 .00 -16.25 .00 12016.33 .00 25 1850 .00 .00 -16.25 .00 -18044.2 .00 LG1 19 0 .00 .00 -30.78 .00 19630.37 .00 25 1850 .00 .00 -107.71 .00 -108475 .00 LG2 19 0 .00 -68.24 62.83 188160.7 -10997.3 -21658.3 25 1850 .00 -68.24 -14.10 188160.7 34084.45 104592.2 LG3 19 0 .00 -42.05 -5.28 118037.4 12665.33 -13707.5 25 1850 .00 -42.05 -82.21 118037.4 -68265.7 64091.70 LG4 19 0 .00 -68.22 37.41 188052.0 -1660.69 -21665.3 25 1850 .00 -68.22 -39.52 188052.0 -3607.06 104534.7
32 LF1 23 0 26.32 .00 -5.21 .00 1433.25 .00 21 199 29.77 .00 -21.41 .00 -1228.19 .00 LF2 23 0 228.17 .00 -40.15 .00 12047.87 .00 21 199 263.30 .00 -205.25 .00 -12492.2 .00 LF3 23 0 -188.79 230.83 40.91 -8511.73 -10682.2 19225.67 21 199 -188.79 230.83 184.10 -8511.73 11818.70 -26940.0 LF4 23 0 -6.41 .00 -58.05 .00 -1317.56 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 63
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
32 LF4 21 199 -6.41 .00 -58.05 .00 -12926.8 .00 LG1 23 0 376.66 .00 -124.50 .00 18998.68 .00 21 199 434.01 .00 -394.01 .00 -32851.9 .00 LG2 23 0 -255.00 348.45 -3.86 -12788.2 -15422.7 28764.49 21 199 -250.34 348.39 189.10 -12788.2 3100.63 -40924.8 LG3 23 0 202.89 204.52 -89.29 -7794.72 9143.65 18196.92 21 199 260.25 204.52 -229.93 -7794.72 -22777.4 -22706.3 LG4 23 0 -83.10 347.46 -33.89 -12782.1 -6374.59 28787.60 21 199 -52.10 347.09 35.26 -12782.1 -6242.17 -40704.5
33 LF1 24 0 6.45 .00 -1.25 .00 362.74 .00 22 199 7.48 .00 -6.09 .00 -371.12 .00 LF2 24 0 79.09 .00 -30.32 .00 3212.42 .00 22 199 79.09 .00 -30.32 .00 -2851.44 .00 LF3 24 0 -73.24 -297.14 26.58 -46.74 -2579.01 28482.60 22 199 -73.24 -297.14 26.58 -46.74 2736.47 87910.41 LF4 24 0 67.16 .00 -17.09 .00 -1654.31 .00 22 199 67.16 .00 -17.09 .00 -5071.90 .00 LG1 24 0 193.18 .00 -63.56 .00 3748.16 .00 22 199 194.57 .00 -70.10 .00 -9617.75 .00 LG2 24 0 -33.21 -444.88 20.98 -70.05 -5043.92 42614.44 22 199 -31.82 -444.88 14.45 -70.05 -1502.10 131587.5 LG3 24 0 129.37 -277.72 -40.43 -47.22 1330.93 26646.54 22 199 130.76 -277.72 -46.96 -47.22 -7408.60 82189.63 LG4 24 0 25.62 -445.72 -1.72 -69.86 -2625.99 42724.70 22 199 27.01 -445.72 -8.25 -69.86 -3623.45 131867.6
34 LF1 22 0 -97.25 .00 -5.01 .00 1247.43 .00 29 582 -109.75 .00 -12.16 .00 -3751.44 .00 LF2 22 0 -915.59 .00 -78.15 .00 14243.24 .00 29 582 -915.59 .00 -78.15 .00 -31255.2 .00 LF3 22 0 815.34 311.88 69.10 -179.42 -12467.3 124202.8 29 582 815.34 311.88 69.10 -179.42 27760.14 -57366.0 LF4 22 0 -129.42 .00 -1.22 .00 -1678.00 .00 29 582 -129.42 .00 -1.22 .00 -2388.69 .00 LG1 22 0 -1635.07 .00 -126.93 .00 21828.76 .00 29 582 -1651.94 .00 -135.35 .00 -54834.7 .00 LG2 22 0 962.88 467.68 95.83 -269.23 -18737.6 186226.1 29 582 946.01 467.68 86.18 -269.23 34242.11 -86050.3 LG3 22 0 -902.57 294.46 -63.58 -167.46 10260.30 118431.4 29 582 -919.44 294.84 -72.85 -167.46 -29545.4 -53206.4 LG4 22 0 275.50 467.45 37.08 -269.23 -8023.74 186148.7 29 582 258.63 467.45 27.43 -269.23 10753.18 -85992.7
35 LF1 23 0 -17.82 .00 .00 24 5.0 -17.69 .00 .00 LF2 23 0 -139.36 .00 .00 24 5.0 -139.36 .00 .00 LF3 23 0 129.72 .00 .00 24 5.0 129.72 .00 .00 LF4 23 0 -44.43 .00 .00 24 5.0 -44.43 .00 .00 LG1 23 0 -280.42 .00 -.01 24 5 -280.25 .00 -.01 LG2 23 0 126.22 .00 .00 24 5 126.39 .00 .00 LG3 23 0 -162.42 .00 .00 24 5 -162.26 .00 .00 LG4 23 0 21.55 .00 .00 24 5 21.72 .00 .00
36 LF1 28 0 21.08 .00 19.52 .00 .00 .00 23 90 22.63 .00 12.19 .00 1433.25 .00 LF2 28 0 183.44 .00 170.60 .00 .00 .00 23 90 199.25 .00 95.97 .00 12047.87 .00 LF3 28 0 -161.87 230.83 -150.54 -8493.20 .00 40098.98 23 90 -161.87 230.83 -85.82 -8493.20 -10682.2 19233.86 LF4 28 0 -15.67 .00 -14.58 .00 .00 .00 23 90 -15.67 .00 -14.58 .00 -1317.56 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 64
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
36 LG1 28 0 291.63 .00 271.10 .00 .00 .00 23 90 317.44 .00 149.26 .00 18998.68 .00 LG2 28 0 -230.94 348.14 -214.22 -12760.5 .00 60246.21 23 90 -228.84 348.15 -127.01 -12760.5 -15422.7 28776.79 LG3 28 0 143.08 204.82 132.95 -7777.19 .00 36718.45 23 90 168.89 204.82 69.36 -7777.19 9143.65 18204.42 LG4 28 0 -92.62 347.56 -86.13 -12754.4 .00 60217.39 23 90 -78.67 347.41 -54.89 -12754.4 -6374.59 28799.90
37 LF1 31 0 9.78 .00 -16.16 .00 2019.48 .00 24 95 10.30 .00 -18.47 .00 362.74 .00 LF2 31 0 109.53 .00 -165.69 .00 19069.04 .00 24 95 109.53 .00 -165.69 .00 3212.42 .00 LF3 31 0 -101.57 -297.14 152.58 -293.27 -17181.5 44.09 24 95 -101.57 -297.14 152.58 -293.27 -2579.01 28481.12 LF4 31 0 76.93 .00 -59.88 .00 4076.28 .00 24 95 76.93 .00 -59.88 .00 -1654.31 .00 LG1 31 0 254.72 .00 -332.15 .00 35684.70 .00 24 95 255.42 .00 -335.27 .00 3748.16 .00 LG2 31 0 -61.46 -444.57 147.10 -438.90 -18972.3 66.72 24 95 -60.76 -444.58 143.99 -438.90 -5043.92 42612.24 LG3 31 0 164.44 -278.02 -194.54 -277.86 20097.97 38.08 24 95 165.13 -278.02 -197.66 -277.86 1330.93 26645.13 LG4 31 0 20.24 -445.72 22.82 -439.67 -4660.92 66.38 24 95 20.93 -445.72 19.70 -439.67 -2625.99 42722.49
38 LF1 25 0 -372.81 .00 13.22 .00 -9463.11 .00 26 1835 -160.31 .00 13.22 .00 14792.72 .00 LF2 25 0 -776.98 .00 100.88 .00 -50185.2 .00 26 1835 -776.98 .00 100.88 .00 134936.7 .00 LF3 25 0 684.82 -478.03 -89.17 -69658.8 43226.59 125440.8 26 1835 684.82 371.57 -89.17 -69658.8 -120408 223119.3 LF4 25 0 -26.81 .00 19.41 .00 -18044.2 .00 26 1835 -26.81 .00 19.41 .00 17574.32 .00 LG1 25 0 -1695.03 .00 191.59 .00 -108475 .00 26 1835 -1408.16 .00 184.56 .00 242110.5 .00 LG2 25 0 497.06 -717.24 -96.62 -104592 34084.45 188160.7 26 1835 783.93 557.17 -96.62 -104592 -143220 335021.7 LG3 25 0 -1079.41 -440.79 109.39 -64091.7 -68265.7 118037.4 26 1835 -792.54 342.20 107.35 -64091.7 132530.9 207286.1 LG4 25 0 -85.64 -718.52 -20.90 -104534 -3607.06 188052.0 26 1835 201.23 557.38 -20.87 -104534 -41866.9 334958.0
39 LF1 26 0 -51.01 .00 -23.86 .00 8350.40 .00 27 350 -10.48 .00 -23.86 .00 .00 .00 LF2 26 0 .00 .00 -221.19 .00 77416.20 .00 27 350 .00 .00 -221.19 .00 .00 .00 LF3 26 0 .00 386.31 197.44 -40988.6 -69102.8 140916.1 27 350 .00 548.36 197.44 -40988.6 .00 -22649.8 LF4 26 0 .00 .00 -30.42 .00 10647.74 .00 27 350 .00 .00 -30.42 .00 .00 .00 LG1 26 0 -70.06 .00 -397.66 .00 139197.9 .00 27 350 -15.35 .00 -397.52 .00 4.66 .00 LG2 26 0 -68.87 579.62 233.62 -61582.8 -81779.4 211463.8 27 350 -14.15 821.97 233.48 -61582.8 -4.03 -33962.0 LG3 26 0 -69.17 356.21 -218.17 -37533.0 76368.27 130099.0 27 350 -14.45 501.61 -218.11 -37533.0 2.15 -20109.8 LG4 26 0 -68.87 579.69 67.58 -61553.3 -23658.9 211440.9 27 350 -14.15 822.04 67.52 -61553.3 -1.77 -34009.0
40 LF1 28 0 .00 .00 .00 .00 .00 .00 27 90 -10.42 .00 .00 .00 .00 .00 LF2 28 0 .00 .00 .00 .00 .00 .00 27 90 .00 .00 .00 .00 .00 .00 LF3 28 0 .00 230.83 .00 -40988.6 .00 .00 27 90 .00 272.50 .00 -40988.6 .00 -22649.8 LF4 28 0 .00 .00 .00 .00 .00 .00 27 90 .00 .00 .00 .00 .00 .00 LG1 28 0 .00 .00 .00 .00 .00 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 65
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
40 LG1 27 90 -14.07 .00 -.05 .00 -4.66 .00 LG2 28 0 .00 346.31 .00 -61582.8 .00 .00 27 90 -14.07 408.61 .04 -61582.8 4.03 -33962.0 LG3 28 0 .00 204.82 .00 -37533.0 .00 .00 27 90 -14.07 242.19 -.02 -37533.0 -2.15 -20109.8 LG4 28 0 .00 346.83 .00 -61553.3 .00 .00 27 90 -14.07 409.13 .02 -61553.3 1.77 -34009.0
42 LF1 30 0 -23.86 .00 .06 27 5.0 -23.86 .00 -.06 LF2 30 0 -221.19 .00 .00 27 5.0 -221.19 .00 .00 LF3 30 0 197.44 .00 .00 27 5.0 197.44 .00 .00 LF4 30 0 -30.42 .00 .00 27 5.0 -30.42 .00 .00 LG1 30 0 -397.46 .00 .09 27 5 -397.46 .00 -.07 LG2 30 0 233.44 .00 .08 27 5 233.44 .00 -.08 LG3 30 0 -218.08 .00 .09 27 5 -218.08 .00 -.08 LG4 30 0 67.50 .00 .08 27 5 67.50 .00 -.08
43 LF1 31 0 28.80 .00 .06 28 5.8 28.73 .00 -.06 LF2 31 0 250.51 .00 .00 28 5.8 250.51 .00 .00 LF3 31 0 -221.05 .00 .00 28 5.8 -221.05 .00 .00 LF4 31 0 -21.40 .00 .00 28 5.8 -21.40 .00 .00 LG1 31 0 398.28 .00 .08 28 5 398.18 .00 -.08 LG2 31 0 -314.40 .00 .08 28 5 -314.50 .00 -.08 LG3 31 0 195.41 .00 .08 28 5 195.31 .00 -.08 LG4 31 0 -126.29 .00 .08 28 5 -126.39 .00 -.08
44 LF1 30 0 .66 .00 -6.86 .00 -837.12 .00 29 350 -7.99 .00 -6.86 .00 -3237.38 .00 LF2 30 0 56.59 .00 -64.67 .00 -7515.82 .00 29 350 56.59 .00 -64.67 .00 -30150.2 .00 LF3 30 0 -57.23 -297.14 58.22 -106.57 6594.23 27910.88 29 350 -57.23 -297.14 58.22 -106.57 26970.04 131910.3 LF4 30 0 86.13 .00 -13.36 .00 4.45 .00 29 350 86.13 .00 -13.36 .00 -4671.94 .00 LG1 30 0 172.46 .00 -120.74 .00 -12508.4 .00 29 350 160.78 .00 -120.74 .00 -54768.4 .00 LG2 30 0 .52 -446.17 64.82 -160.21 8765.43 41907.76 29 350 -11.16 -446.32 64.85 -160.21 31463.01 198119.5 LG3 30 0 122.04 -277.63 -67.83 -97.36 -6492.34 26118.82 29 350 110.36 -277.63 -67.83 -97.36 -30234.2 123289.4 LG4 30 0 43.67 -446.08 16.23 -160.04 3125.67 41900.38 29 350 31.98 -446.08 16.23 -160.04 8805.30 198028.7
45 LF1 31 0 3.02 .00 -30.72 .00 2019.48 .00 30 93 .72 .00 -30.72 .00 -837.12 .00 LF2 31 0 56.59 .00 -285.86 .00 19069.04 .00 30 93 56.59 .00 -285.86 .00 -7515.82 .00 LF3 31 0 -57.23 -297.14 255.65 -106.57 -17181.5 276.76 30 93 -57.23 -297.14 255.65 -106.57 6594.23 27910.88 LF4 31 0 86.13 .00 -43.78 .00 4076.28 .00 30 93 86.13 .00 -43.78 .00 4.45 .00 LG1 31 0 174.46 .00 -518.21 .00 35684.70 .00 30 93 171.35 .00 -518.21 .00 -12508.4 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 66
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
45 LG2 31 0 3.71 -446.17 298.26 -160.21 -18972.3 414.03 30 93 .60 -446.17 298.26 -160.21 8765.43 41907.76 LG3 31 0 124.93 -278.02 -285.92 -97.36 20097.97 263.01 30 93 121.82 -278.02 -285.92 -97.36 -6492.34 26118.82 LG4 31 0 46.85 -446.08 83.73 -160.04 -4660.92 414.85 30 93 43.75 -446.08 83.73 -160.04 3125.67 41900.38
AUFLAGERKRÄFTE UND -MOMENTE
Knoten-Nr.
LF/LG-Nr.
Auflagerkräfte [N]PX PY PZ
Auflagermomente [Nmm]MX MY MZ
4 LF1 -13.218 .000 -401.771 .000 .000 .000 LF2 -100.884 .000 -810.825 .000 .001 .000 LF3 89.175 432.264 712.294 -.002 .001 .002 LF4 19.168 .000 27.428 .000 .001 .000 LG1 -148.997 .000 -1727.564 .000 .001 .000 LG2 135.241 648.946 553.291 .005 -.002 .003 LG3 -69.199 386.749 -1088.240 -.003 .001 .001 LG4 59.439 648.768 -54.664 .008 .001 -.001 6 LF1 .000 .000 .000 .000 .000 .000 LF2 .000 .000 .000 .000 .000 .000 LF3 .000 821.564 .000 .000 .000 .001 LF4 .000 .000 .000 .000 .000 .000 LG1 .000 .000 .000 .000 .000 .000 LG2 .000 1230.937 .000 -.001 .000 -.001 LG3 .000 743.933 .000 .001 .000 .000 LG4 .000 1231.556 .000 -.002 .000 .001
12 LF1 .134 .000 -552.718 .000 -.001 .000 LF2 3.177 .000 -1583.627 .000 .000 .000 LF3 -9.587 1326.009 1274.606 -.002 .000 .000 LF4 14.756 .000 -15.524 .000 .000 .000 LG1 19.629 .000 -3140.204 .000 .000 .000 LG2 .519 1989.260 1150.401 .005 .000 .001 LG3 10.998 1189.804 -1991.538 -.003 .000 -.001 LG4 2.941 1989.169 -37.469 .008 -.001 .000
16 LF1 .000 .000 .000 .000 .000 .000 LF2 .000 .000 .000 .000 .000 .000 LF3 .000 1882.536 .000 .000 .000 .000 LF4 .000 .000 .000 .000 .000 .000 LG1 .000 .000 .000 .000 .000 .000 LG2 .000 2824.910 .000 .000 .000 .000 LG3 .000 1696.897 .000 .000 .000 .000 LG4 .000 2824.226 .000 .000 .000 .000
19 LF1 -.134 .000 -552.718 .000 .001 .000 LF2 -3.177 .000 -1583.627 .000 -.001 .000 LF3 9.587 1327.202 1274.606 .002 .000 -.001 LF4 13.665 .000 31.154 .000 .000 .000 LG1 7.903 .000 -3089.966 .000 .000 .000 LG2 27.864 1990.886 1196.925 .001 .000 -.001 LG3 16.901 1190.853 -1942.651 .001 .000 .000 LG4 25.492 1990.815 9.193 -.006 .001 .001
25 LF1 13.218 .000 -401.771 .000 .000 .000 LF2 100.884 .000 -810.825 .000 .000 .000 LF3 -89.175 432.574 712.294 .002 .001 .003 LF4 19.411 .000 -43.059 .000 .000 .000 LG1 188.464 .000 -1802.738 .000 -.004 .000 LG2 -96.624 648.993 482.964 .001 -.002 -.002 LG3 108.300 387.061 -1161.625 .001 .001 -.002 LG4 -20.872 648.809 -125.156 -.006 .000 .001
27 LF1 .000 .000 .000 .000 .000 .000 LF2 .000 .000 .000 .000 .000 .000 LF3 .000 820.856 .000 .001 .000 -.002 LF4 .000 .000 .000 .000 .000 .000 LG1 .000 .000 .000 .000 .000 .000
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 67
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
AUFLAGERKRÄFTE UND -MOMENTE
Knoten-Nr.
LF/LG-Nr.
Auflagerkräfte [N]PX PY PZ
Auflagermomente [Nmm]MX MY MZ
27 LG2 .000 1230.574 .000 -.001 .000 -.001 LG3 .000 743.407 .000 .000 .000 -.001 LG4 .000 1231.165 .000 .002 .000 -.001
ΣKräfte LF1 .000 .000 -1908.977ΣLasten .000 .000 -1908.978ΣKräfte LF2 .000 .000 -4788.902ΣLasten .000 .000 -4788.903ΣKräfte LF3 .000 7043.005 3973.800ΣLasten .000 7043.005 3973.800ΣKräfte LF4 67.000 .000 .000ΣLasten 67.000 .000 .000ΣKräfte LG1 67.000 .000 -9760.473ΣLasten 67.000 .000 -9760.473ΣKräfte LG2 67.000 10564.510 3383.581ΣLasten 67.000 10564.510 3383.579ΣKräfte LG3 67.000 6338.705 -6184.054ΣLasten 67.000 6338.705 -6184.053ΣKräfte LG4 67.000 10564.510 -208.096ΣLasten 67.000 10564.510 -208.096
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 68
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
-2463.700-2435.050
-28.660
-3104.900
-2658.940
-250.360
-464.070-28.660
-2465.090-2436.450
2263.810 2263.810
-2460.180-2460.180
69.760
-388.960
275.810301.620
-190.190-190.020
-14.07073.33074.020
-1365.670
-1382.540
341.820399.18031.850 33.240
-70.060
-15.350 -14.070254.720255.420
-1695.030
-1408.160
172.460
160.780
174.460171.350
-397.460-397.460
398.280398.180291.630317.440
-370.400
88.320
-466.210
-252.500
-3074.960
-2629.000
-1635.070
-1651.940
-280.420-280.250
376.660434.010193.180194.570
-22.470
-34.150
-20.420-23.530
-1654.800
-1367.930-70.010
-15.300-333.310-333.310
466.190466.090
383.235 mm
3145.240 N
In Y-Richtung LG 1 - Eigengewicht + SchneeSchnittgrößen N
Max N: 2263.81, Min N: -3104.90 N
X
Z
96603.00065836.800
-6740.010
-14820.90
40237.100151207.00
-397834.0
8385.790 20004.900
-5164.960
-6740.170
95262.20065166.10054604.30054894.10053906.30072576.80071906.300
-438071.0
254040.0023353.80021924.200
5.27027197.3007087.940 25311.300
-49781.10
-69895.10-6435.120
21924.200
-5814.730
7087.9401109.630
139198.00
4.660-4.66035684.7003748.160
-108475.0
242111.00
-12508.40
-54768.40
35684.700-12508.4018998.700
-17986.10
236708.00
-407169.0
19630.400
-108475.0
-407372.0
149169.00
-24795.30
202.960
21828.800
-54834.70
18998.700
-32851.90
3748.160
-9617.750
12437.000
44955.000
-27197.3012437.000
69895.100
-205004.0-116757.0
-5.270
383.544 mm
444120.000 Nmm
In Y-Richtung LG 1 - Eigengewicht + SchneeSchnittgrößen M-2
Max M-2: 254040.00, Min M-2: -438071.00 Nmm
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 69
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
-31690.60-20977.10
4823.450
-16384.80
-14998.80
-51017.30
248541.00
-19144.80 -7249.780 -32051.90
4823.440
-32961.20-21612.30-19326.70-19034.20-19988.00-25800.50-26435.80
263539.00
-173504.0
20053.900
-12630.20
-3.440
-26920.70-1896.640-15399.30
38968.100
70242.000
-35529.60
-12630.20
28581.100
-1896.640
8615.170
-81779.40
-4.0304.030
-18972.30-5043.920
34084.400
-143220.0
8765.430
31463.000
-18972.308765.430
-15422.70-18973.10
-189795.0
292719.00
-10997.30
36357.50034084.400
239425.00
-52949.10
-21054.60
53294.300
-18737.60
34242.100
-15422.70
3100.630
-5043.920-1502.100
-8825.030
-40638.80
26920.700-8825.030
-70242.00
177925.00102769.00
3.440
367.307 mm
284198.000 Nmm
In Y-Richtung LG 2 - Eigengewicht + WindSchnittgrößen M-2
Max M-2: 292719.00, Min M-2: -189795.00 Nmm
X
Z
1180.1101182.430
-2.330
1277.530
1723.490681.410
664.070
-2.330
1178.7601181.080
-508.820 -508.820
1211.2401211.240305.100
267.880
-247.900-245.810
210.680210.840
-14.070
-233.130-232.440
1217.240
1200.370
-289.570-284.910-186.290-184.900
-68.870
-14.150 -14.070
-61.460-60.760
497.060
783.930
0.520
-11.160
3.7100.600233.440233.440
-314.400-314.500-230.940-228.840
287.840
325.060662.020
679.360
1305.200
1751.160
962.880
946.010
126.220126.390
-255.000-250.340
-33.210-31.820
-183.930
-195.620
-180.750-183.850
534.580
821.450-68.870
-14.150
293.450293.450
-248.380-248.480
370.566 mm
1715.270 N
In Y-Richtung LG 2 - Eigengewicht + WindSchnittgrößen N
Max N: 1751.16, Min N: -508.82 N
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 70
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
-1618.640-1589.990
-28.660
-1931.440
-1485.480 191.120-22.590
-28.660
-1620.010-1591.370
1851.230 1851.230
-1596.230-1596.230
275.620-183.100
126.860152.660
-74.460-74.290
-14.070
-13.440-12.750-638.730
-655.600
168.230225.590
-29.050-27.660
-69.170
-14.450 -14.070164.440165.130
-1079.410
-792.540
122.040
110.360
124.930121.820
-218.080-218.080
195.410195.310143.080168.890
-163.980294.740
-24.690189.020
-1902.270
-1456.310
-902.570
-919.440
-162.420-162.260
202.890260.250129.370130.760-68.940
-80.620
-66.030-69.130
-1040.140
-753.270-69.150
-14.430-155.610-155.610
262.770262.670
382.183 mm
1951.160 N
In Y-Richtung LG 3 - Eigengewicht + Schnee + 0,6 x WindSchnittgrößen N
Max N: 1851.23, Min N: -1931.44 N
X
Z
72284.70049727.600
-3517.490
-12278.40
18749.000
112522.00
-230906.0
-529.730 11189.500
-13847.00
-3517.640
70974.00049072.20040237.60040535.20039555.30053245.10052589.800
-249655.0
131891.0022000.90012034.900
2.75011823.6004603.600 13711.200
-24634.60
-30636.00-3022.030 -12808.10
12034.9003710.760
4603.6003105.750
76368.300
2.150-2.15020098.0001330.930
-68265.70
132531.00
-6492.340
-30234.20
20098.000-6492.3409143.650
-18545.20
114920.00
-219375.0
12665.300
-68265.70
-240267.0
110529.00
-26512.30
20892.600
10260.300
-29545.40
9143.650
-22777.40
1330.930
-7408.600
6431.190
20673.200
-11823.606431.190
30636.000
-96403.10-54515.90
-2.750
381.010 mm
251430.000 Nmm
In Y-Richtung LG 3 - Eigengewicht + Schnee + 0,6 x WindSchnittgrößen M-2
Max M-2: 132531.00, Min M-2: -249655.00 Nmm
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 71
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
12146.7008972.8301727.510
-13437.20
-5589.830 17780.40011920.900
64240.900
-12783.80-902.660
-25723.20
1727.44010880.4008339.6705633.7605942.9904974.6907245.3206612.240
69830.700
-65457.40
20638.800
-3558.700
-1.180
-12614.00
532.390
-4658.820
15464.900
32574.10032888.100
-26221.00
-3558.700
19322.700532.3906529.960
-23658.90
-1.7701.770
-4660.920-2625.990
-3607.060
-41866.90
3125.670
8805.300
-4660.9203125.670
-6374.590-18535.90
-77718.80
99094.200
-1660.690
14931.800
-3607.060
55137.500
7602.91015855.100
-24062.50
43956.600
-8023.740
10753.200
-6374.590-6242.170
-2625.990-3623.450
-3178.910
-17987.20
12614.000-3178.910
-32574.10
76559.90044646.500
1.180
368.103 mm
96418.100 Nmm
In Y-Richtung LG 4 - Eigengewicht + Wind + 0,5 x SchneeSchnittgrößen M-2
Max M-2: 99094.20, Min M-2: -77718.80 Nmm
X
Z
63.38078.860
-15.490
64.250
510.210
583.300467.770
-15.490
62.03077.520
532.570 532.570
96.47096.470
358.780
110.810
-109.590-95.640
106.040106.200
-14.070
-151.830-151.140
530.350
513.480
-117.690-86.680-127.850-126.460
-68.870
-14.150 -14.07020.24020.930
-85.640
201.230
43.670
31.980
46.85043.750
67.50067.500
-126.290-126.390-92.620-78.670
130.790
378.760465.730
581.250
92.060
538.020
275.500
258.630
21.55021.720
-83.100-52.100
25.62027.010
-141.050
-152.730
-137.860-140.960
-47.980
238.890-68.870
-14.150
127.500127.500
-60.070-60.170
369.914 mm
570.340 N
In Y-Richtung LG 4 - Eigengewicht + Wind + 0,5 x SchneeSchnittgrößen N
Max N: 583.30, Min N: -152.73 N
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 72
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
1.385
369.240 mm
In Y-Richtung LF 2 - Schnee sk=1,40 kN/m2Verschiebungen
Faktor für Verschiebungen: 60Max u: 1.39 mm
X
Z
21.825
359.241 mm
In Y-Richtung LF 3 - Wind in +Y q=0,71 kN/m2Verschiebungen
Faktor für Verschiebungen: 9Max u: 21.82 mm
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 73
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
STAHL1 - SPANNUNGSANALYSE
BASISANGABEN
ZU BEMESSENDE STÄBEAlle
ZU BEMESSENDE LASTFÄLLELG1 - Eigengewicht + SchneeLG2 - Eigengewicht + WindLG3 - Eigengewicht + Schnee + 0,6 x WindLG4 - Eigengewicht + Wind + 0,5 x Schnee
GRENZSPANNUNGEN
Mat.-Nr.
Material-Bezeichnung
Material-Norm, Kriterium
Grenzspannungen [N/mm^2]Sigma Tau Sigma-v
1 S 355 J2 G3 DIN 18800 t <= 40 mm 327.3 188.9 327.3
QUERSCHNITTE
Quer.-Nr.
Mat.-Nr.
QuerschnittsbezeichnungQuerschnittsdrehung
I-T [cm^4]A [cm^2]
I-2 [cm^4]Alpha pl. y
I-3 [cm^4]Alpha pl. z
50.0
50.0
2.0
QRO 50x2 (EN 10219-2)
50.0
3.0 50.0 3.056.0
2B 50/50/3
1 1 QRO 50x2 (EN 10219-2) 22.58 14.15 14.153.74 1.00 1.00
2 1 2B 50/50/3 0.09 6.25 21.093.00 1.00 1.00
MAX. SPANNUNGEN IN QUERSCHNITTEN
Spannungs-art
Stab-Nr.
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 28 1334.0 9 LG2 208.28 327.30 0.64Tau gesamt 27 0.0 3 LG2 -25.62 188.90 0.14Sigma-v 28 1334.0 9 LG2 208.28 327.30 0.64Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 24 0.0 7 LG2 68.56 327.30 0.21Tau gesamt 45 0.0 5 LG1 2.59 188.90 0.01Sigma-v 24 0.0 7 LG2 68.57 327.30 0.21
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 74
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MAX. SPANNUNGEN IN STÄBEN
Spannungs-art
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Stab Nr. 1: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 350.0 9 LG2 -43.21 327.30 0.13Tau gesamt 0.0 1 LG2 0.56 188.90 0.00Sigma-v 350.0 9 LG2 43.22 327.30 0.13Stab Nr. 2: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 7 LG2 -11.42 327.30 0.03Tau gesamt 93.0 5 LG1 2.13 188.90 0.01Sigma-v 0.0 7 LG2 11.47 327.30 0.04Stab Nr. 4: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 1 LG1 -1.11 327.30 0.00Tau gesamt 5.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 5 LG1 1.11 327.30 0.00Stab Nr. 5: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 1 LG1 1.55 327.30 0.00Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 5 LG1 1.55 327.30 0.00Stab Nr. 6: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1310.0 9 LG2 111.78 327.30 0.34Tau gesamt 0.0 12 LG2 15.62 188.90 0.08Sigma-v 1310.0 9 LG2 113.15 327.30 0.35Stab Nr. 7: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 2 LG2 -53.07 327.30 0.16Tau gesamt 350.0 4 LG2 11.55 188.90 0.06Sigma-v 0.0 2 LG2 54.78 327.30 0.17Stab Nr. 8: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 90.0 9 LG4 -6.06 327.30 0.02Tau gesamt 90.0 4 LG2 9.13 188.90 0.05Sigma-v 90.0 4 LG2 15.81 327.30 0.05Stab Nr. 9: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 3 LG2 -11.55 327.30 0.04Tau gesamt 0.0 1 LG4 1.51 188.90 0.01Sigma-v 0.0 3 LG2 11.84 327.30 0.04Stab Nr. 10: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 7 LG2 -11.33 327.30 0.03Tau gesamt 0.0 11 LG2 3.56 188.90 0.02Sigma-v 0.0 9 LG2 12.79 327.30 0.04Stab Nr. 11: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 5.0 1 LG2 0.70 327.30 0.00Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 5.0 1 LG2 0.70 327.30 0.00Stab Nr. 12: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 7 LG2 34.71 327.30 0.11Tau gesamt 0.0 1 LG2 0.93 188.90 0.00Sigma-v 0.0 7 LG2 34.74 327.30 0.11Stab Nr. 13: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 199.0 2 LG2 -12.52 327.30 0.04Tau gesamt 199.0 13 LG2 3.99 188.90 0.02Sigma-v 199.0 2 LG2 12.69 327.30 0.04Stab Nr. 14: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 199.0 1 LG2 -21.37 327.30 0.07Tau gesamt 0.0 5 LG2 0.32 188.90 0.00Sigma-v 199.0 1 LG2 21.37 327.30 0.07Stab Nr. 16: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 2 LG2 -29.47 327.30 0.09Tau gesamt 1850.0 15 LG2 -21.12 188.90 0.11Sigma-v 0.0 10 LG2 46.35 327.30 0.14Stab Nr. 17: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 14 LG2 150.13 327.30 0.46Tau gesamt 0.0 8 LG2 21.82 188.90 0.12Sigma-v 0.0 14 LG2 152.13 327.30 0.46Stab Nr. 18: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1334.0 7 LG2 207.84 327.30 0.64Tau gesamt 0.0 12 LG4 11.42 188.90 0.06Sigma-v 1334.0 7 LG2 207.84 327.30 0.64Stab Nr. 19: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 75
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MAX. SPANNUNGEN IN STÄBEN
Spannungs-art
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Sigma gesamt 745.0 15 LG2 148.52 327.30 0.45Tau gesamt 745.0 3 LG2 25.06 188.90 0.13Sigma-v 745.0 15 LG2 150.63 327.30 0.46Stab Nr. 20: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 99.0 1 LG2 48.14 327.30 0.15Tau gesamt 0.0 4 LG2 16.88 188.90 0.09Sigma-v 99.0 1 LG2 54.05 327.30 0.17Stab Nr. 21: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 1 LG2 -29.43 327.30 0.09Tau gesamt 0.0 12 LG2 -10.69 188.90 0.06Sigma-v 0.0 9 LG2 31.44 327.30 0.10Stab Nr. 22: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1850.0 2 LG2 8.83 327.30 0.03Tau gesamt 1850.0 16 LG4 -0.30 188.90 0.00Sigma-v 1850.0 2 LG2 8.83 327.30 0.03Stab Nr. 23: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 3 LG2 -55.63 327.30 0.17Tau gesamt 0.0 1 LG4 0.21 188.90 0.00Sigma-v 0.0 3 LG2 55.63 327.30 0.17Stab Nr. 24: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 7 LG2 68.56 327.30 0.21Tau gesamt 0.0 1 LG2 0.47 188.90 0.00Sigma-v 0.0 7 LG2 68.57 327.30 0.21Stab Nr. 25: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 7 LG2 -21.28 327.30 0.07Tau gesamt 0.0 4 LG2 -7.84 188.90 0.04Sigma-v 0.0 7 LG2 22.80 327.30 0.07Stab Nr. 26: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 99.0 7 LG2 49.25 327.30 0.15Tau gesamt 0.0 4 LG2 -17.38 188.90 0.09Sigma-v 99.0 7 LG2 55.59 327.30 0.17Stab Nr. 27: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 15 LG2 147.11 327.30 0.45Tau gesamt 0.0 3 LG2 -25.62 188.90 0.14Sigma-v 0.0 15 LG2 149.40 327.30 0.46Stab Nr. 28: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1334.0 9 LG2 208.28 327.30 0.64Tau gesamt 0.0 4 LG4 -11.46 188.90 0.06Sigma-v 1334.0 9 LG2 208.28 327.30 0.64Stab Nr. 29: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1600.0 14 LG2 154.95 327.30 0.47Tau gesamt 1600.0 8 LG2 -22.22 188.90 0.12Sigma-v 1600.0 14 LG2 156.87 327.30 0.48Stab Nr. 30: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1850.0 1 LG2 -23.54 327.30 0.07Tau gesamt 0.0 13 LG2 21.00 188.90 0.11Sigma-v 1850.0 9 LG2 43.02 327.30 0.13Stab Nr. 32: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 199.0 7 LG2 -8.36 327.30 0.03Tau gesamt 199.0 11 LG2 -3.57 188.90 0.02Sigma-v 199.0 9 LG4 9.56 327.30 0.03Stab Nr. 33: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 199.0 1 LG4 19.05 327.30 0.06Tau gesamt 199.0 5 LG1 0.35 188.90 0.00Sigma-v 199.0 1 LG4 19.05 327.30 0.06Stab Nr. 34: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 1 LG2 35.43 327.30 0.11Tau gesamt 0.0 1 LG2 -0.93 188.90 0.00Sigma-v 0.0 1 LG2 35.47 327.30 0.11Stab Nr. 35: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 1 LG1 -0.93 327.30 0.00Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 1 LG1 0.93 327.30 0.00Stab Nr. 36: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 1 LG2 -11.26 327.30 0.03
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 76
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MAX. SPANNUNGEN IN STÄBEN
Spannungs-art
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Tau gesamt 0.0 13 LG2 -3.66 188.90 0.02Sigma-v 0.0 15 LG2 12.84 327.30 0.04Stab Nr. 37: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 3 LG1 15.12 327.30 0.05Tau gesamt 95.0 5 LG1 1.68 188.90 0.01Sigma-v 0.0 3 LG1 15.12 327.30 0.05Stab Nr. 38: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1048.0 7 LG2 110.43 327.30 0.34Tau gesamt 0.0 4 LG4 -15.61 188.90 0.08Sigma-v 1048.0 7 LG2 112.04 327.30 0.34Stab Nr. 39: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 15 LG2 -49.69 327.30 0.15Tau gesamt 350.0 12 LG2 -11.54 188.90 0.06Sigma-v 0.0 14 LG2 51.51 327.30 0.16Stab Nr. 40: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 90.0 7 LG4 -6.05 327.30 0.02Tau gesamt 90.0 12 LG2 -9.11 188.90 0.05Sigma-v 90.0 12 LG2 15.78 327.30 0.05Stab Nr. 42: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 1 LG1 -1.32 327.30 0.00Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 5 LG1 1.32 327.30 0.00Stab Nr. 43: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 1 LG1 1.33 327.30 0.00Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 5 LG1 1.33 327.30 0.00Stab Nr. 44: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 350.0 7 LG2 -38.93 327.30 0.12Tau gesamt 0.0 5 LG1 0.60 188.90 0.00Sigma-v 350.0 7 LG2 38.94 327.30 0.12Stab Nr. 45: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 3 LG1 14.86 327.30 0.05Tau gesamt 0.0 5 LG1 2.59 188.90 0.01Sigma-v 0.0 3 LG1 14.86 327.30 0.05
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 4
Rückwand H509 in Achse G
Seite: 77
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MASSGEBENDE SCHNITTGRÖSSEN - [SIGMA-V]
Stab-Nr.
x-Stelle[mm]
LFNr.
Kräfte [N]N Q-2 Q-3
Momente [Nmm]M-T M-2 M-3
1 350.0 LG2 -195.62 -446.26 -90.81 161.71 -40638.80 198143.812 0.0 LG2 -180.75 -446.25 -384.34 161.71 26920.65 407.984 0.0 LG1 -333.31 0.00 0.08 0.00 0.00 0.005 0.0 LG1 466.19 0.00 0.08 0.00 0.00 0.006 1310.0 LG2 739.49 193.05 135.24 104723.21 107019.91 531465.457 0.0 LG2 -68.87 579.13 -293.59 61710.71 102769.40 211218.028 90.0 LG2 -14.07 409.45 -0.04 61710.71 -3.44 -34038.209 0.0 LG2 -233.13 440.22 263.02 433.32 -26920.70 -69.50
10 0.0 LG2 -247.90 -349.35 -183.33 12787.02 0.00 -60371.4011 5.0 LG2 210.84 0.00 0.00 0.00 0.00 0.0012 0.0 LG2 1217.24 -464.63 98.21 268.78 -15399.30 -1.845E0513 199.0 LG2 -284.91 -349.81 302.52 12814.75 28581.05 41195.0914 199.0 LG2 -184.90 440.65 49.29 68.05 8615.17 -1.303E0516 0.0 LG2 0.00 68.29 -18.71 -1.879E05 70242.00 104723.2117 0.0 LG2 305.10 -368.19 -924.28 150504.01 263539.31 -6.230E0518 1334.0 LG2 1500.51 -69.72 0.52 1054.83 -15691.80 1.140E+0619 745.0 LG2 664.07 1413.22 761.39 149136.61 248540.51 -6.216E0520 99.0 LG2 1182.43 1450.54 155.37 76678.44 -20977.10 -2.369E0521 0.0 LG2 -2.33 1661.52 -96.47 -8352.50 4823.45 162432.6022 1850.0 LG2 0.00 -0.11 -45.44 -306.69 -32051.90 -20355.5023 0.0 LG2 -508.82 -36.45 4.68 61.30 -19326.70 -3.480E0524 0.0 LG2 1211.24 -210.95 0.02 136.77 -25800.50 -4.083E0525 0.0 LG2 -2.33 -1163.44 -96.47 -9143.67 4823.44 -1.163E0526 99.0 LG2 1181.08 -1374.37 161.72 -85322.70 -21612.30 242672.2127 0.0 LG2 662.02 -1411.69 -751.76 -1.546E05 239425.11 -6.213E0528 1334.0 LG2 1528.18 -71.62 27.86 -1302.77 16119.84 1.142E+0629 1600.0 LG2 325.06 367.82 966.88 -1.518E05 292719.30 -6.220E0530 1850.0 LG2 0.00 -68.24 -14.10 188160.71 34084.45 104592.2032 199.0 LG4 -52.10 347.09 35.26 -12782.10 -6242.17 -40704.5033 199.0 LG4 27.01 -445.72 -8.25 -69.86 -3623.45 131867.6034 0.0 LG2 962.88 467.68 95.83 -269.23 -18737.60 186226.1035 0.0 LG1 -280.42 0.00 -0.01 0.00 0.00 0.0036 0.0 LG2 -230.94 348.14 -214.22 -12760.50 0.00 60246.2137 0.0 LG1 254.72 0.00 -332.15 0.00 35684.70 0.0038 1048.0 LG2 660.99 11.00 -96.62 -1.046E05 -67232.70 558432.8039 0.0 LG2 -68.87 579.62 233.62 -61582.80 -81779.40 211463.8140 90.0 LG2 -14.07 408.61 0.04 -61582.80 4.03 -33962.0042 0.0 LG1 -397.46 0.00 0.09 0.00 0.00 0.0043 0.0 LG1 398.28 0.00 0.08 0.00 0.00 0.0044 350.0 LG2 -11.16 -446.32 64.85 -160.21 31463.01 198119.5145 0.0 LG1 174.46 0.00 -518.21 0.00 35684.70 0.00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
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Rückwand H509 in Achse G
Seite: 78
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SPANNUNGSAUSNUTZUNG
Y
Z
X
34.6
14.2
13.2
16.7
0.3
3.5
4.80.5
10.6
3.6 3.90.2
3.96.5
46.5
63.5
2.7
46
16.5
9.6
1720.9
7
63.6
17
13.1
45.6
47.9
34.2
10.8
2.95.8
15.7
11.9
0.3
0.4
3.94.6
4.84.5
0.4
Isometrie STAHL1 - SpannungsanalyseSigma-v
Max = 63.6%
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
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Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
sterh
olz-S
charm
beck
Seite: 80 POS. 5 Vorderwand H509 in Achse A M 1:50
a) Eigengewicht Dach-Verkleidung H509, Stützweite 1,508 m:
Trapezblechverkleidung 0,05 x 1,508/2 g´ = 0,038 kN/m
Pfetten 0,019 x 1,508/2 g´ = 0,014 kN/m
=> Gesamtgewicht Dachverkleidung => g1´ = 0,052 kN/m
Eigengewicht Wand-Verkleidung H509:
Trapezblechverkleidung 0,05 x 1,375 g2´ = 0,069 kN/m
Trapezblechverkleidung 0,05 x 2,800 g3´ = 0,140 kN/m
Trapezblechverkleidung 0,05 x 1,015 g4´ = 0,051 kN/m
Eigengewicht Rolltor 2,25 m hoch: g5´ = 0,25 kN/m
b) Windlasten H509:
auf Wand (cpe = +0,71) => w1 = 0,50 kN/m2
=> auf Wand 0,50 x 1,375 w´1 = +0,688 kN/m
=> auf Wand 0,50 x 2,800 w´2 = +1,400 kN/m
auf Dach (cpe = -1,33) => w3 = 0,95 kN/m2
=> auf Dach 0,95 x 1,508 / 2 w´3 = -0,716 kN/m
c) Schneelasten H509, Stützweite 1,508 m:
1,12 x 1,508 / 2 => s´i = 0,844 kN
INHALT
Inhalt ................................................................................................................................ 81Basisangaben ................................................................................................................. 81Grafik - Struktur ............................................................................................................... 82Strukturdaten Knoten .......................................................................................................................... 83 Querschnitte ................................................................................................................. 83 Materialien .................................................................................................................... 83 Stabendgelenke ........................................................................................................... 84 Stäbe ............................................................................................................................ 84 Auflager ........................................................................................................................ 85 Starre Kopplungen ....................................................................................................... 85Belastungen Basisangaben der Lastfälle ........................................................................................ 85 LF 1 - Eigengewicht und Aufbau ................................................................................ 85 LF 2 - Schnee sk=1,40 kN/m2 .................................................................................... 85 LF 3 - Wind in +Y q=0,71 kN/m2 ................................................................................ 85 LF 4 - Stabilisierungslast V/100 .................................................................................. 86LF-, LG-Ergebnisse LF-Gruppen ................................................................................................................. 86 Daten zur Theorie II. Ordnung .................................................................................... 86Grafik - Belastung ........................................................................................................ 87 Schnittgrößen stabbezogen ........................................................................................ 88 Auflagerkräfte und -momente ..................................................................................... 100Grafik - Ergebnisse ...................................................................................................... 102Grafik - Ergebnisse ...................................................................................................... 103Grafik - Ergebnisse ...................................................................................................... 104Grafik - Ergebnisse ...................................................................................................... 105Grafik - Ergebnisse ...................................................................................................... 106STAHL ............................................................................................................................. 107STAHL1 - Spannungsanalyse ....................................................................................... 107 Basisangaben .............................................................................................................. 107 Grenzspannungen ....................................................................................................... 107 Querschnitte ................................................................................................................. 107 Ergebnisse ................................................................................................................... 107 Max. Spannungen in Querschnitten .......................................................................... 107 Max. Spannungen in Stäben ...................................................................................... 107 Maßgebende Schnittgrößen - [Sigma-v] ................................................................... 111Grafik - SPANNUNGSAUSNUTZUNG ...................................................................... 112
BASISANGABEN
BERECHNUNGSART
Statik Theorie I. Ordnung Nachweis Theorie II. Ordnung Dynamik Seiltheorie
Lastfälle Bemessungsfälle LF-Gruppen Dynamikfälle LF-Kombinationen Knickfiguren
STRUKTURKENNWERTE
1D-Durchlaufträger 39 Knoten 55 Stäbe 2D-Stabwerk 1 Materialien 0 Seilstäbe 3D-Stabwerk 2 Querschnitte 0 Voutenstäbe Trägerrost 2 Stabendgelenke 0 El. gebet. Stäbe
0 Stabteilungen 0 Stabzüge
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
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Position: 5
Vorderwand H509 in Achse A
Seite: 81
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STRUKTUR
Y
Z
X
4
6
45
16
4
12
1 315
1
2 1
7
56 42 62
3 28
7 653 7
12
11
1
93
910
78 11
8913
810
14
911 15
1011
18
12
13
17
10
14 19
13
14
20
14
15
23
13
21
21
1516
20
22
1617
32
20
24
24
15
19
25
16
18
26
18
17
27
19
18
29
20
21
34
25
24
28
22
19
2844
28
33
30
21
22
33
23
25
31
23
22
40
29
28
36
25
29
48
33
34
35
26
23
37
2627
42
27
37
513734
41
30
29
38
30
26
39
32
27
49
34
35 54
38
37
43
31
30
45
3132
52
3835
46
36
31 47
39
32
50
36
3555
39
3853
3936
Isometrie
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
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KNOTEN
Knoten-Nr.
Koordinaten-system
Bezugs-Knoten
KnotenkoordinatenX [mm] Y [mm] Z [mm]
1 Kartesisch - -2780.0 0.0 1835.02 Kartesisch - -2780.0 0.0 2185.03 Kartesisch - -2780.0 0.0 2278.04 Kartesisch - -2775.0 0.0 0.0
Gelagert
5 Kartesisch - -2775.0 0.0 1835.06 Kartesisch - -2775.0 0.0 2185.0
Gelagert
7 Kartesisch - -2775.0 0.0 2275.08 Kartesisch - -2686.6 0.0 2293.79 Kartesisch - -2686.6 0.0 2298.7
10 Kartesisch - -2491.0 0.0 2335.411 Kartesisch - -2491.0 0.0 2340.412 Kartesisch - -1400.0 0.0 0.0
Gelagert
13 Kartesisch - -1400.0 0.0 2394.014 Kartesisch - -1400.0 0.0 2567.315 Kartesisch - -195.6 0.0 2823.416 Kartesisch - -97.8 0.0 2844.217 Kartesisch - 0.0 0.0 2865.0
Gelagert
18 Kartesisch - 97.8 0.0 2844.219 Kartesisch - 195.6 0.0 2823.420 Kartesisch - 1400.0 0.0 0.0
Gelagert
21 Kartesisch - 1400.0 0.0 2394.022 Kartesisch - 1400.0 0.0 2567.323 Kartesisch - 1580.0 0.0 2529.024 Kartesisch - 1580.0 0.0 0.025 Kartesisch - 1580.0 0.0 2080.026 Kartesisch - 2491.0 0.0 2335.427 Kartesisch - 2491.0 0.0 2340.428 Kartesisch - 2595.0 0.0 0.029 Kartesisch - 2595.0 0.0 2080.030 Kartesisch - 2595.0 0.0 2313.231 Kartesisch - 2686.6 0.0 2293.732 Kartesisch - 2686.6 0.0 2298.733 Kartesisch - 2775.0 0.0 0.0
Gelagert
34 Kartesisch - 2775.0 0.0 1835.035 Kartesisch - 2775.0 0.0 2185.0
Gelagert
36 Kartesisch - 2775.0 0.0 2275.037 Kartesisch - 2780.0 0.0 1835.038 Kartesisch - 2780.0 0.0 2185.039 Kartesisch - 2780.0 0.0 2278.0
QUERSCHNITTE
Quer.-Nr.
Mater.-Nr.
Querschnitts-Bezeichnung
IT A
I2 A2
I3 [mm4]A3 [mm2]
QRO 50x2 (EN 10219-2) 2B 50/50/3
1 1 QRO 50x2 (EN 10219-2) 225759. 141470. 141470.373.7
2 1 2B 50/50/3 866. 62500. 210900.300.0
MATERIALIEN
Mater.-Nr.
Material-Bezeichnung
E-Modul[N/mm2]
Schubmodul[N/mm2]
Sp. Gewicht[N/mm3]
Wärmedehn.[1/°C]
1 S 355 J2 2.100E+05 8.100E+04 7.850E-05 1.200E-05
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STABENDGELENKE
Gelenk-Nr.
Bezugs-Achse
N/Q-Gelenk bzw. Feder [N/mm]1-Normal 2-Schub 3-Schub
T/M-Gelenk bzw. Feder [Nmm/rad]1-Torsion 2-Biegung 3-Biegung
1 Lokal Nein Nein Nein Nein Ja Nein2 Lokal Ja Nein Ja Nein Ja Ja
STÄBE
Stab-Nr.
Stab-typ
KnotenAnf. Ende
Beta[°]
QuerschnittAnf. Ende
GelenkAnf. Ende
Teil.-Nr.
Länge[mm]
Stab-lage
L o ka le s S ta b a ch se n s y s tem
1 1 b
3
2 2 b
3 b
β
X
ZY
h ie r n e g a t ivβ
i
j
1 Balken 2 1 0.00 2 2 - - - 350.0 VERT2 Balken 3 2 0.00 2 2 - - - 93.0 VERT3 Starre Kop 1 5 0.00 - - - 5.0 HORI4 Fachwerks 2 6 0.00 2 2 - - - 5.0 HORI5 Fachwerks 3 7 0.00 2 2 - - - 5.8 ALLG6 Balken 4 5 0.00 1 1 - - - 1835.0 VERT7 Balken 5 6 0.00 1 1 - - - 350.0 VERT8 Balken 7 6 0.00 1 1 2 - - 90.0 VERT9 Balken 3 9 0.00 2 2 - - - 95.7 ALLG
10 Balken 7 8 0.00 1 1 - - - 90.4 ALLG11 Fachwerks 8 9 0.00 2 2 - - - 5.0 VERT12 Balken 11 1 0.00 2 2 - - - 582.2 ALLG13 Balken 8 10 0.00 1 1 - - - 200.0 ALLG14 Balken 9 11 0.00 2 2 - - - 200.0 ALLG15 Starre Kop 10 11 0.00 - - - 5.0 VERT16 Balken 4 12 0.00 1 1 - - - 1375.0 HORI17 Balken 10 14 0.00 1 1 - - - 1115.3 ALLG18 Balken 12 13 0.00 1 1 - - - 2394.0 VERT19 Balken 13 14 0.00 1 1 - - - 173.3 VERT20 Balken 14 15 0.00 1 1 - - - 1231.3 ALLG21 Balken 15 16 0.00 1 1 - - - 100.0 ALLG22 Balken 16 17 0.00 1 1 - - - 100.0 ALLG23 Balken 13 21 0.00 1 1 1 1 - 2800.0 HORI24 Balken 15 19 0.00 2 2 - - - 391.3 HORI25 Balken 16 18 0.00 2 2 - - - 195.6 HORI26 Balken 18 17 0.00 1 1 - 2 - 100.0 ALLG27 Balken 19 18 0.00 1 1 - - - 100.0 ALLG28 Balken 22 19 0.00 1 1 - - - 1231.3 ALLG29 Balken 20 21 0.00 1 1 - - - 2394.0 VERT30 Balken 21 22 0.00 1 1 - - - 173.3 VERT31 Balken 23 22 0.00 1 1 - - - 184.0 ALLG32 Balken 20 24 0.00 1 1 - - - 180.0 HORI33 Balken 23 25 0.00 1 1 - - - 449.0 VERT34 Balken 25 24 0.00 1 1 - - - 2080.0 VERT35 Balken 26 23 0.00 1 1 - - - 931.3 ALLG36 Balken 25 29 0.00 1 1 1 1 - 1015.0 HORI37 Starre Kop 26 27 0.00 - - - 5.0 VERT38 Balken 30 26 0.00 1 1 - - - 106.4 ALLG39 Balken 32 27 0.00 2 2 - - - 200.0 ALLG40 Balken 29 28 0.00 1 1 - - - 2080.0 VERT41 Balken 30 29 0.00 1 1 - - - 233.2 VERT42 Balken 27 37 0.00 2 2 - - - 582.2 ALLG43 Balken 31 30 0.00 1 1 - - - 93.6 ALLG44 Balken 28 33 0.00 1 1 - - - 180.0 HORI45 Fachwerks 31 32 0.00 2 2 - - - 5.0 VERT46 Balken 36 31 0.00 1 1 - - - 90.4 ALLG47 Balken 39 32 0.00 2 2 - - - 95.7 ALLG48 Balken 33 34 0.00 1 1 - - - 1835.0 VERT49 Balken 34 35 0.00 1 1 - - - 350.0 VERT50 Balken 36 35 0.00 1 1 2 - - 90.0 VERT51 Starre Kop 37 34 0.00 - - - 5.0 HORI52 Fachwerks 38 35 0.00 2 2 - - - 5.0 HORI53 Fachwerks 39 36 0.00 2 2 - - - 5.8 ALLG54 Balken 38 37 0.00 2 2 - - - 350.0 VERT
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
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STÄBE
Stab-Nr.
Stab-typ
KnotenAnf. Ende
Beta[°]
QuerschnittAnf. Ende
GelenkAnf. Ende
Teil.-Nr.
Länge[mm]
Stab-lage
55 Balken 39 38 0.00 2 2 - - - 93.0 VERT
AUFLAGER
Lager-Nr.
GelagerteKnoten
Drehung [°]Alpha Beta
Festes Auflager bzw. Feder [N/mm] [Nmm/rad]in X in Y in Z um X um Y um Z
1 6,17,35 0.0 0.0 Nein Ja Nein Nein Nein Nein2 4,12,20,33 0.0 0.0 Ja Ja Ja Nein Nein Nein
STARRE KOPPLUNGEN
Koppl.-Nr.
Starre Kopplung anStäben
Starre Verbindung inX Y Z
Starre Einspannung umX Y Z
1 3,15,37,51 Ja Ja Ja Ja Ja Ja
BASISANGABEN DER LASTFÄLLE
LF-Nr. LF-Bezeichnung Faktor Überlagerungsart Eigengewicht
1 Eigengewicht und Aufbau 1.00 Ständig -1.052 Schnee sk=1,40 kN/m2 1.00 Veränderlich -3 Wind in +Y q=0,71 kN/m2 1.00 Veränderlich -4 Stabilisierungslast V/100 1.00 Veränderlich -
STABLASTEN LF 1
Nr.BelasteteStäbe
Last-art
Last-Richtung
Parameter [kN, kNm, m, °C, kN/m, kNm/m]P1
G - I n Z -R ic h tu n g a ls G e w ic h t
Z
B ez u
g slä n
g e
1 10,13,17,20-22,26 1 G 0.052-28,31,35,38,43,46
2 6-8,48-50 1 G 0.0733 29,30 1 G 0.0804 18,19 1 G 0.1055 23 1 G 0.250
STABLASTEN LF 2
Nr.BelasteteStäbe
Last-art
Last-Richtung
Parameter [kN, kNm, m, °C, kN/m, kNm/m]P1
1 10,13,17,20-22,26 1 G 0.844-28,31,35,38,43,46
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
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STABLASTEN LF 3
Nr.BelasteteStäbe
Last-art
Last-Richtung
Parameter [kN, kNm, m, °C, kN/m, kNm/m]P1
Y - G lobal in Y -R ichtung
Y
Bezugslänge
3 - Loka l in 3 -R ich tung
Bezugslän
ge
1
3
1 10,13,17,20-22,26 1 3 -0.716-28,31,35,38,43,46
2 6-8,48-50 1 Y 0.3443 18,19,29,30 1 Y 1.044
KNOTENKRÄFTE LF 4
Nr.BelasteteKnoten
KnotenkräftePX [kN] PY [kN] PZ [kN]
1 7 0.075 0.000 0.000
LF-GRUPPEN
LG-Nr. LG-Bezeichnung FaktorBeiwertγM Lastfälle in LG
1 Eigengewicht + Schnee 1.00 1.10 1.35*LF1 + 1.50*LF2 + LF42 Eigengewicht + Wind 1.00 1.10 1.35*LF1 + 1.50*LF3 + LF43 Eigengewicht + Schnee + 0 1.00 1.10 1.35*LF1 + 1.50*LF2 + 0.90*LF3 +
,6 x Wind LF44 Eigengewicht + Wind + 0,5 1.00 1.10 1.35*LF1 + 0.75*LF2 + 1.50*LF3 +
x Schnee LF4
DATEN ZUR THEORIE II. ORDNUNG
LG-Nr.
FaktorNy
AnzahlIterationen
Eps-Konvergenzvorhanden gewollt
Ny-facheErgebnisse
Entlastungdurch Zugkräfte
LG1 1.000 2 .19E-03 0.01 Ja NeinLG2 1.000 2 .15E-04 0.01 Ja NeinLG3 1.000 2 .15E-03 0.01 Ja NeinLG4 1.000 2 .17E-03 0.01 Ja Nein
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
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BELASTUNG
X
Z
0.25
0.050.050.05
0.080.05
0.08
0.05
0.05
0.05
0.05
0.05
0.11
0.11
0.05
0.07
0.07
0.05
0.07
0.05
0.050.05
0.07
0.07
0.07
596.994 mm
In Y-Richtung LF 1 - Eigengewicht und Aufbau[kN/m]
X
Z
0.840.840.84
0.84
0.84
0.84
0.84
0.84
0.84
0.84
0.84
0.84
0.840.84
596.994 mm
In Y-Richtung LF 2 - Schnee sk=1,40 kN/m2[kN/m]
X
Z
0.720.72
0.72
1.04
0.72
1.04
0.72
0.72
0.72
0.72
0.72
1.04
1.04
0.72
0.34
0.34
0.72
0.34
0.72
0.72 0.72
0.34
0.34
0.34
522.429 mm
In Y-Richtung LF 3 - Wind in +Y q=0,71 kN/m2[kN/m]
X
Z
0.08
559.647 mm
In Y-Richtung LF 4 - Stabilisierungslast V/100[kN]
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 87
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
1 LF1 2 0 -14.49 .00 3.91 .00 744.24 .00 1 350 -23.14 .00 3.91 .00 2111.46 .00 LF2 2 0 -106.75 .00 31.19 .00 6306.98 .00 1 350 -106.75 .00 31.19 .00 17224.60 .00 LF3 2 0 99.02 -260.62 -25.53 147.79 -5338.10 24464.09 1 350 99.02 -260.62 -25.53 147.79 -14272.6 115681.5 LF4 2 0 -97.77 .00 -13.07 .00 -191.25 .00 1 350 -97.77 .00 -13.07 .00 -4765.63 .00 LG1 2 0 -284.40 .00 38.42 .00 10323.00 .00 1 350 -296.08 .00 38.30 .00 23750.65 .00 LG2 2 0 30.97 -391.26 -46.15 221.87 -7191.52 36725.93 1 350 19.29 -391.26 -46.15 221.87 -23345.2 173666.9 LG3 2 0 -192.04 -246.03 15.59 136.20 5479.78 23101.16 1 350 -203.73 -246.01 15.56 136.20 10932.19 109218.1 LG4 2 0 -49.31 -393.92 -22.79 222.47 -2462.85 36975.40 1 350 -60.99 -394.00 -22.78 222.47 -10439.8 174887.0 2 LF1 3 0 -12.13 .00 20.13 .00 -1127.90 .00 2 93 -14.43 .00 20.13 .00 744.24 .00 LF2 3 0 -106.75 .00 164.24 .00 -8967.43 .00 2 93 -106.75 .00 164.24 .00 6306.98 .00 LF3 3 0 99.02 -260.62 -136.14 147.79 7323.17 226.31 2 93 99.02 -260.62 -136.14 147.79 -5338.10 24464.09 LF4 3 0 -97.77 .00 -44.76 .00 3971.15 .00 2 93 -97.77 .00 -44.76 .00 -191.25 .00 LG1 3 0 -281.54 .00 226.95 .00 -10783.0 .00 2 93 -284.65 .00 226.96 .00 10323.00 .00 LG2 3 0 34.16 -391.26 -221.75 221.87 13431.47 338.75 2 93 31.06 -391.26 -221.75 221.87 -7191.52 36725.93 LG3 3 0 -188.95 -246.08 104.75 136.20 -4262.01 216.57 2 93 -192.05 -246.10 104.75 136.20 5479.78 23101.16 LG4 3 0 -46.12 -393.88 -98.85 222.47 6730.53 341.72 2 93 -49.22 -393.91 -98.85 222.47 -2462.85 36975.40 4 LF1 2 0 -16.22 .00 .06 6 5.0 -16.22 .00 -.06 LF2 2 0 -133.05 .00 .00 6 5.0 -133.05 .00 .00 LF3 2 0 110.62 .00 .00 6 5.0 110.62 .00 .00 LF4 2 0 31.69 .00 .00 6 5.0 31.69 .00 .00 LG1 2 0 -188.55 .00 .08 6 5 -188.55 .00 -.09 LG2 2 0 175.60 .00 .08 6 5 175.60 .00 -.08 LG3 2 0 -89.17 .00 .08 6 5 -89.17 .00 -.08 LG4 2 0 76.06 .00 .08 6 5 76.06 .00 -.08 5 LF1 3 0 29.67 .00 .06 7 5.8 29.60 .00 -.06 LF2 3 0 252.02 .00 .00 7 5.8 252.02 .00 .00 LF3 3 0 -219.27 .00 .00 7 5.8 -219.27 .00 .00 LF4 3 0 43.23 .00 .00 7 5.8 43.23 .00 .00 LG1 3 0 465.46 .00 .08 7 5 465.36 .00 -.08 LG2 3 0 -245.70 .00 .08 7 5 -245.80 .00 -.08 LG3 3 0 265.55 .00 .08 7 5 265.45 .00 -.08 LG4 3 0 -56.57 .00 .08 7 5 -56.67 .00 -.08 6 LF1 4 0 -332.30 .00 -9.02 .00 6272.97 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 88
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
6 LF1 5 1835 -141.83 .00 -9.02 .00 -10273.6 .00 LF2 4 0 -626.33 .00 -61.42 .00 30218.61 .00 5 1835 -626.33 .00 -61.42 .00 -82494.7 .00 LF3 4 0 532.74 -316.09 51.34 101817.5 -25541.3 172480.9 5 1835 532.74 315.15 51.34 101817.5 68672.69 173345.5 LF4 4 0 20.63 .00 20.22 .00 -18615.5 .00 5 1835 20.63 .00 20.22 .00 18485.70 .00 LG1 4 0 -1365.99 .00 -84.26 .00 34538.32 .00 5 1835 -1108.85 .00 -80.84 .00 -118635 .00 LG2 4 0 371.04 -474.31 85.09 152858.0 -48471.1 258758.1 5 1835 628.19 472.55 85.09 152858.0 107663.0 260372.8 LG3 4 0 -886.99 -291.42 -37.64 94214.03 11640.92 162886.9 5 1835 -629.85 290.06 -36.58 94214.03 -56805.0 162451.2 LG4 4 0 -98.46 -475.55 39.11 153271.8 -25908.6 260486.7 5 1835 158.68 472.90 39.06 153271.8 45868.02 261893.0 7 LF1 5 0 -45.73 .00 16.22 .00 -5678.50 .00 6 350 -9.40 .00 16.22 .00 .00 .00 LF2 5 0 .00 .00 133.05 .00 -46566.7 .00 6 350 .00 .00 133.05 .00 .00 .00 LF3 5 0 .00 450.21 -110.62 52551.97 38715.41 144334.2 6 350 .00 570.61 -110.62 52551.97 .00 -34310.8 LF4 5 0 .00 .00 -31.69 .00 11090.56 .00 6 350 .00 .00 -31.69 .00 .00 .00 LG1 5 0 -62.07 .00 188.67 .00 -66044.5 .00 6 350 -13.03 .00 188.58 .00 -2.83 .00 LG2 5 0 -61.74 675.59 -175.66 78949.46 61489.58 216726.2 6 350 -12.70 855.65 -175.62 78949.46 1.63 -51354.4 LG3 5 0 -61.83 416.80 89.24 48381.72 -31238.8 133907.3 6 350 -12.79 524.82 89.18 48381.72 -1.60 -30946.0 LG4 5 0 -61.74 677.94 -76.07 79096.57 26629.08 217505.8 6 350 -12.70 858.00 -76.07 79096.57 .42 -51397.9 8 LF1 7 0 .00 .00 .00 .00 .00 .00 6 90 -9.34 .00 .00 .00 .00 .00 LF2 7 0 .00 .00 .00 .00 .00 .00 6 90 .00 .00 .00 .00 .00 .00 LF3 7 0 .00 365.75 .00 52551.97 .00 .00 6 90 .00 396.71 .00 52551.97 .00 -34310.8 LF4 7 0 .00 .00 .00 .00 .00 .00 6 90 .00 .00 .00 .00 .00 .00 LG1 7 0 .00 .00 .00 .00 .00 .00 6 90 -12.61 .00 .03 .00 2.83 .00 LG2 7 0 .00 547.54 .00 78949.46 .00 .00 6 90 -12.61 593.82 -.02 78949.46 -1.63 -51354.4 LG3 7 0 .00 330.01 .00 48381.72 .00 .00 6 90 -12.61 357.78 .02 48381.72 1.60 -30946.0 LG4 7 0 .00 548.03 .00 79096.57 .00 .00 6 90 -12.61 594.31 .00 79096.57 -.42 -51397.9 9 LF1 3 0 -4.46 .00 -4.26 .00 1127.90 .00 9 95 -3.95 .00 -6.57 .00 609.66 .00 LF2 3 0 -45.67 .00 -33.60 .00 8967.43 .00 9 95 -45.67 .00 -33.60 .00 5751.92 .00 LF3 3 0 47.66 260.62 24.71 252.95 -7323.17 -95.26 9 95 47.66 260.62 24.71 252.95 -4958.56 -25037.3 LF4 3 0 -96.24 .00 56.01 .00 -3971.15 .00 9 95 -96.24 .00 56.01 .00 1389.47 .00 LG1 3 0 -177.85 .00 4.01 .00 10783.00 .00 9 95 -177.16 .00 .87 .00 11015.08 .00 LG2 3 0 -30.46 390.04 87.28 378.76 -13431.5 -143.23 9 95 -29.77 390.05 84.17 378.76 -5227.50 -37470.1 LG3 3 0 -131.58 243.19 24.51 240.93 4262.01 -86.06 9 95 -130.89 243.20 21.39 240.93 6458.05 -23363.9 LG4 3 0 -65.35 391.98 62.44 381.80 -6730.53 -143.17 9 95 -64.66 391.99 59.32 381.80 -904.21 -37657.1
10 LF1 7 0 21.72 .00 20.11 .00 .00 .00 8 90 23.27 .00 12.79 .00 1486.91 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 89
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
10 LF2 7 0 184.54 .00 171.63 .00 .00 .00 8 90 200.35 .00 96.99 .00 12140.30 .00 LF3 7 0 -160.57 -365.75 -149.33 10889.25 .00 -51411.4 8 90 -160.57 -365.75 -84.61 10889.25 -10572.9 -18350.5 LF4 7 0 -41.72 .00 13.90 .00 .00 .00 8 90 -41.72 .00 13.90 .00 1256.23 .00 LG1 7 0 267.46 .00 301.31 .00 .00 .00 8 90 293.26 .00 179.48 .00 21729.69 .00 LG2 7 0 -253.57 -551.49 -183.08 16359.04 .00 -77236.0 8 90 -251.48 -551.50 -95.87 16359.04 -12607.6 -27384.0 LG3 7 0 121.07 -330.01 165.17 10025.13 .00 -47331.7 8 90 146.88 -330.01 101.59 10025.13 12056.51 -17501.5 LG4 7 0 -114.83 -549.96 -54.22 16389.53 .00 -77379.9 8 90 -100.88 -549.72 -23.00 16389.53 -3490.10 -27666.7
11 LF1 8 0 -8.24 .00 .00 9 5.0 -8.12 .00 .00 LF2 8 0 -31.27 .00 .00 9 5.0 -31.27 .00 .00 LF3 8 0 24.37 .00 .00 9 5.0 24.37 .00 .00 LF4 8 0 40.70 .00 .00 9 5.0 40.70 .00 .00 LG1 8 0 -15.01 .00 -.01 9 5 -14.85 .00 -.01 LG2 8 0 66.23 .00 .00 9 5 66.40 .00 .00 LG3 8 0 6.13 .00 .00 9 5 6.30 .00 .00 LG4 8 0 42.96 .00 .00 9 5 43.12 .00 .00
12 LF1 11 0 -65.30 .00 -3.77 .00 1311.25 .00 1 582 -77.80 .00 -10.92 .00 -2964.11 .00 LF2 11 0 -563.05 .00 -62.08 .00 14304.97 .00 1 582 -563.05 .00 -62.08 .00 -21835.1 .00 LF3 11 0 469.57 -395.69 52.59 191.71 -12270.2 -130407 1 582 469.57 -395.69 52.59 191.71 18348.38 99955.16 LF4 11 0 135.04 .00 2.39 .00 1343.99 .00 1 582 135.04 .00 2.39 .00 2732.68 .00 LG1 11 0 -788.36 .00 -96.32 .00 24908.84 .00 1 582 -805.23 .00 -105.84 .00 -34074.6 .00 LG2 11 0 751.36 -593.60 76.27 287.61 -15313.7 -195632 1 582 734.49 -593.60 66.62 287.61 26277.94 149950.2 LG3 11 0 -369.76 -375.14 -48.59 179.81 13658.43 -125440 1 582 -386.63 -375.22 -58.23 179.81 -17474.1 93040.95 LG4 11 0 329.62 -597.64 29.67 289.20 -4563.34 -197435 1 582 312.75 -597.64 20.02 289.20 9901.26 150503.5
13 LF1 8 0 24.97 .00 4.75 .00 1486.91 .00 10 199 28.42 .00 -11.45 .00 817.36 .00 LF2 8 0 206.77 .00 66.60 .00 12140.30 .00 10 199 241.90 .00 -98.50 .00 8949.69 .00 LF3 8 0 -165.56 -365.75 -60.92 10906.92 -10572.9 -18340.0 10 199 -165.56 -365.75 82.27 10906.92 -8437.87 54809.70 LF4 8 0 -50.20 .00 53.67 .00 1256.23 .00 10 199 -50.20 .00 53.67 .00 11990.08 .00 LG1 8 0 296.26 .00 165.08 .00 21729.69 .00 10 199 353.62 .00 -104.44 .00 27794.32 .00 LG2 8 0 -265.17 -551.74 -31.35 16385.42 -12607.6 -27368.2 10 199 -260.52 -551.60 161.61 16385.42 417.69 82977.05 LG3 8 0 145.50 -330.01 107.73 10041.99 12056.51 -17491.8 10 199 202.86 -330.01 -32.91 10041.99 19537.98 48509.77 LG4 8 0 -109.80 -549.89 18.92 16416.17 -3490.10 -27650.9 10 199 -78.79 -549.30 88.04 16416.17 7204.48 82325.05
14 LF1 9 0 -5.70 .00 1.40 .00 609.66 .00 11 199 -4.67 .00 -3.43 .00 406.56 .00 LF2 9 0 -52.46 .00 -2.62 .00 5751.92 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 90
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
14 LF2 11 199 -52.46 .00 -2.62 .00 5228.49 .00 LF3 9 0 52.95 260.62 .46 36.23 -4958.56 -25038.5 11 199 52.95 260.62 .46 36.23 -4867.19 -77162.4 LF4 9 0 -87.28 .00 17.03 .00 1389.47 .00 11 199 -87.28 .00 17.03 .00 4795.91 .00 LG1 9 0 -180.28 .00 16.93 .00 11015.08 .00 11 199 -178.89 .00 10.36 .00 13740.69 .00 LG2 9 0 -15.22 390.30 19.49 54.42 -5227.50 -37472.0 11 199 -13.83 390.32 12.97 54.42 -1981.58 -115530 LG3 9 0 -129.39 243.20 16.36 38.70 6458.05 -23365.1 11 199 -128.00 243.19 9.81 38.70 9073.54 -72009.8 LG4 9 0 -55.17 392.15 17.70 55.84 -904.21 -37659.0 11 199 -53.78 392.16 11.17 55.84 1983.28 -116088
16 LF1 4 0 .00 .00 22.67 .00 -6272.97 .00 12 1375 .00 .00 -19.68 .00 -4221.38 .00 LF2 4 0 .00 .00 9.29 .00 -30218.6 .00 12 1375 .00 .00 9.29 .00 -17451.5 .00 LF3 4 0 .00 84.49 -9.83 -172480 25541.35 101817.5 12 1375 .00 84.49 -9.83 -172480 12021.34 -14355.3 LF4 4 0 .00 .00 -23.95 .00 18615.54 .00 12 1375 .00 .00 -23.95 .00 -14314.2 .00 LG1 4 0 .00 .00 18.23 .00 -34538.3 .00 12 1375 .00 .00 -38.94 .00 -48776.8 .00 LG2 4 0 .00 126.93 -8.10 -258758 48471.11 152858.0 12 1375 .00 126.93 -65.28 -258758 -1979.55 -21671.9 LG3 4 0 .00 78.43 10.50 -162886 -11640.9 94214.03 12 1375 .00 78.43 -46.68 -162886 -36512.0 -13622.2 LG4 4 0 .00 127.28 -1.25 -260486 25908.64 153271.8 12 1375 .00 127.28 -58.43 -260486 -15117.9 -21739.4
17 LF1 10 0 -16.94 .00 36.33 .00 2707.31 .00 14 1115 2.26 .00 -54.01 .00 -7151.66 .00 LF2 10 0 -139.36 .00 360.13 .00 29870.78 .00 14 1115 56.40 .00 -560.63 .00 -81944.6 .00 LF3 10 0 160.99 -500.82 -302.50 107665.7 -26772.1 64232.28 14 1115 160.99 -500.82 496.08 107665.7 81185.16 622810.5 LF4 10 0 -49.29 .00 -31.58 .00 18214.23 .00 14 1115 -49.29 .00 -31.58 .00 -17002.6 .00 LG1 10 0 -279.96 .00 557.05 .00 68855.14 .00 14 1115 39.61 .00 -946.67 .00 -148947 .00 LG2 10 0 169.32 -749.88 -436.19 161538.0 -18357.6 97337.78 14 1115 195.25 -749.88 639.73 161538.0 95153.78 933703.9 LG3 10 0 -135.58 -462.24 284.71 103112.2 43595.00 59789.98 14 1115 183.98 -460.71 -499.84 103112.2 -76515.0 574619.8 LG4 10 0 64.89 -752.37 -166.32 162908.5 4186.29 97326.77 14 1115 237.64 -752.37 219.03 162908.5 33583.71 936466.8
18 LF1 12 0 -922.16 .00 5.16 .00 -4221.38 .00 13 2394 -597.05 .00 5.16 .00 8125.66 .00 LF2 12 0 -1785.22 .00 36.00 .00 -17451.5 .00 13 2394 -1785.22 .00 36.00 .00 68736.25 .00 LF3 12 0 1467.89 -1384.09 -25.92 14355.30 12021.34 -172480 13 2394 1467.89 1115.25 -25.92 14355.30 -50037.5 149319.8 LF4 12 0 -17.23 .00 11.05 .00 -14314.2 .00 13 2394 -17.23 .00 11.05 .00 12128.69 .00 LG1 12 0 -3941.60 .00 74.64 .00 -48776.8 .00 13 2394 -3502.70 .00 61.48 .00 125035.8 .00 LG2 12 0 939.78 -2076.33 -20.88 21671.94 -1979.55 -258758 13 2394 1378.68 1672.68 -20.88 21671.94 -51964.4 224413.0 LG3 12 0 -2619.92 -1295.58 49.42 13622.23 -36512.0 -162886 13 2394 -2181.02 1052.91 44.69 13622.23 80829.59 132342.5 LG4 12 0 -399.36 -2088.01 6.02 21739.37 -15117.9 -260486 13 2394 39.54 1676.05 6.07 21739.37 -278.58 222896.8
19 LF1 13 0 -203.93 .00 -197.16 .00 8125.66 .00 14 173 -180.39 .00 -197.16 .00 -26041.7 .00 LF2 13 0 -1785.22 .00 -1802.38 .00 68736.25 .00 14 173 -1785.22 .00 -1802.38 .00 -243616 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 91
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
19 LF3 13 0 1467.89 1116.08 1299.20 41883.27 -50037.5 177209.5 14 173 1467.89 1297.01 1299.20 41883.27 175114.7 -31884.5 LF4 13 0 -17.23 .00 54.53 .00 12128.69 .00 14 173 -17.23 .00 54.53 .00 21578.34 .00 LG1 13 0 -2971.98 .00 -2932.90 .00 125035.8 .00 14 173 -2940.21 .00 -2930.37 .00 -383160 .00 LG2 13 0 1909.39 1674.05 1737.10 61408.54 -51964.4 266252.8 14 173 1941.16 1945.44 1737.10 61408.54 249074.6 -47375.9 LG3 13 0 -1650.30 1044.39 -1750.99 40188.09 80829.59 159463.8 14 173 -1618.53 1207.35 -1750.21 40188.09 -222598 -35724.4 LG4 13 0 570.25 1677.43 385.29 62982.77 -278.58 264941.1 14 173 602.02 1948.81 385.29 62982.77 66491.59 -49272.5
20 LF1 14 0 -228.10 .00 81.43 .00 -33193.3 .00 15 1231 -206.89 .00 -18.29 .00 5680.93 .00 LF2 14 0 -2077.86 .00 810.65 .00 -325560 .00 15 1231 -1861.71 .00 -205.84 .00 46787.40 .00 LF3 14 0 1737.07 796.19 -669.46 85162.30 256299.9 575216.1 15 1231 1737.07 796.19 212.15 85162.30 -25242.2 -405133 LF4 14 0 .46 .00 -3.38 .00 4575.75 .00 15 1231 .46 .00 -3.38 .00 414.55 .00 LG1 14 0 -3432.86 .00 1314.48 .00 -532108 .00 15 1231 -3080.00 .00 -336.35 .00 80078.66 .00 LG2 14 0 2298.09 1195.56 -897.65 127929.3 344228.4 863791.5 15 1231 2326.71 1195.56 290.14 127929.3 -29782.7 -608302 LG3 14 0 -1862.91 721.64 717.66 76502.41 -299113 527884.7 15 1231 -1510.05 726.36 -145.63 76502.41 56247.82 -372608 LG4 14 0 739.71 1196.45 -289.67 127771.9 100075.3 864620.1 15 1231 930.45 1196.45 135.75 127771.9 5310.77 -608567
21 LF1 15 0 -187.63 .00 -19.58 .00 4174.81 .00 16 99 -185.90 .00 -27.68 .00 1811.47 .00 LF2 15 0 -1599.36 .00 -155.87 .00 32954.67 .00 16 99 -1581.81 .00 -238.43 .00 13239.69 .00 LF3 15 0 1213.42 777.18 105.48 28074.80 -18631.7 -136379 16 99 1213.42 777.18 177.08 28074.80 -4504.02 -214096 LF4 15 0 3.67 .00 -1.51 .00 268.07 .00 16 99 3.67 .00 -1.51 .00 117.41 .00 LG1 15 0 -2680.08 .00 -266.64 .00 56576.82 .00 16 99 -2651.43 .00 -401.83 .00 23149.72 .00 LG2 15 0 1570.54 1167.16 130.28 42204.88 -22045.5 -204734 16 99 1572.86 1167.16 226.74 42204.88 -4194.66 -321449 LG3 15 0 -1567.82 707.25 -168.58 24267.90 39038.37 -126674 16 99 -1539.18 706.17 -239.09 24267.90 18654.00 -197349 LG4 15 0 371.03 1167.75 13.36 42026.66 2672.36 -204897 16 99 386.51 1167.75 47.91 42026.66 5736.15 -321670
22 LF1 16 0 -1.72 .00 8.10 .00 -404.96 .00 17 100 .00 .00 .00 .00 .00 .00 LF2 16 0 -17.56 .00 82.55 .00 -4127.78 .00 17 100 .00 .00 .00 .00 .00 .00 LF3 16 0 .00 836.51 -71.60 -32153.3 3580.06 69329.55 17 100 .00 836.51 .00 -32153.3 .00 -14322.4 LF4 16 0 .00 .00 .00 .00 .00 .00 17 100 .00 .00 .00 .00 .00 .00 LG1 16 0 -28.66 .00 134.78 .00 -6739.97 .00 17 100 .00 .00 .00 .00 .00 .00 LG2 16 0 -2.33 1256.45 -96.47 -48237.3 4823.48 104159.6 17 100 .00 1256.43 .00 -48237.3 .00 -21486.8 LG3 16 0 -28.66 747.40 70.34 -30644.4 -3517.26 61090.31 17 100 .00 747.26 .00 -30644.4 .00 -13650.3 LG4 16 0 -15.49 1256.60 -34.55 -48445.4 1727.69 104082.3 17 100 .00 1256.48 .00 -48445.4 .00 -21579.5
23 LF1 13 0 202.31 .00 393.12 .00 .00 .00 21 2800 202.31 .00 -393.12 .00 .00 .00 LF2 13 0 1838.38 .00 .00 .00 .00 .00 21 2800 1838.38 .00 .00 .00 .00 .00 LF3 13 0 -1325.13 -.83 .00 -27889.7 .00 27527.96
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 92
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
23 LF3 21 2800 -1325.13 -.83 .00 -27889.7 .00 29858.69 LF4 13 0 -43.48 .00 .00 .00 .00 .00 21 2800 -43.48 .00 .00 .00 .00 .00 LG1 13 0 2995.80 .00 530.72 .00 .00 .00 21 2800 2995.80 .00 -530.72 .00 .00 .00 LG2 13 0 -1757.98 -5.23 554.50 -41839.8 .00 39736.60 21 2800 -1757.98 2.69 -554.50 -41839.8 .00 43443.46 LG3 13 0 1796.48 -.62 530.72 -27121.3 .00 26565.86 21 2800 1796.48 -.62 -530.72 -27121.3 .00 28296.88 LG4 13 0 -379.22 -2.21 535.64 -42044.3 .00 41243.40 21 2800 -379.22 -.49 -535.64 -42044.3 .00 45061.58
24 LF1 15 0 -18.58 .00 5.29 .00 1506.12 .00 19 391 -18.58 .00 -4.38 .00 1683.84 .00 LF2 15 0 -266.98 .00 5.85 .00 13832.74 .00 19 391 -266.98 .00 5.85 .00 16121.99 .00 LF3 15 0 534.38 19.01 -4.70 -75.58 -6610.53 -274749 19 391 534.38 19.01 -4.70 -75.58 -8449.22 -282188 LF4 15 0 -3.53 .00 -1.16 .00 146.48 .00 19 391 -3.53 .00 -1.16 .00 -309.05 .00 LG1 15 0 -405.71 .00 15.28 .00 23501.85 .00 19 391 -405.71 .00 1.88 .00 26862.08 .00 LG2 15 0 772.87 28.40 -1.07 -113.30 -7737.20 -412572 19 391 772.87 28.40 -14.13 -113.30 -10711.4 -423685 LG3 15 0 61.30 19.42 10.61 -74.91 17209.45 -251419 19 391 61.30 19.42 -2.45 -74.91 18806.65 -259017 LG4 15 0 572.64 28.70 3.31 -114.18 2638.41 -412676 19 391 572.64 28.70 -9.75 -114.18 1378.98 -423906
25 LF1 16 0 -187.60 .00 3.29 .00 2216.44 .00 18 195 -187.60 .00 -1.55 .00 2387.16 .00 LF2 16 0 -1596.82 .00 11.24 .00 17367.47 .00 18 195 -1596.82 .00 11.24 .00 19566.60 .00 LF3 16 0 1238.61 -59.33 -9.03 -20.00 -8084.08 -289756 18 195 1238.61 -59.33 -9.03 -20.00 -9850.39 -278149 LF4 16 0 3.28 .00 -2.24 .00 117.41 .00 18 195 3.28 .00 -2.24 .00 -320.18 .00 LG1 16 0 -2677.34 .00 20.45 .00 29889.69 .00 18 195 -2677.34 .00 12.54 .00 33117.11 .00 LG2 16 0 1607.97 -89.28 -11.34 -29.84 -9018.14 -435114 18 195 1607.97 -89.28 -17.87 -29.84 -11875.2 -417649 LG3 16 0 -1541.95 -48.74 11.40 -24.10 22171.26 -264210 18 195 -1541.95 -50.69 4.28 -24.10 23705.01 -254486 LG4 16 0 410.37 -88.74 -2.92 -30.65 4008.46 -435262 18 195 410.37 -88.74 -9.45 -30.65 2798.79 -417902
26 LF1 18 0 -1.72 .00 8.10 .00 -404.96 .00 17 100 .00 .00 .00 .00 .00 .00 LF2 18 0 -17.56 .00 82.55 .00 -4127.78 .00 17 100 .00 .00 .00 .00 .00 .00 LF3 18 0 .00 -799.57 -71.60 -35199.0 3580.06 -79957.7 17 100 .00 -799.57 .00 -35199.0 .00 .00 LF4 18 0 .00 .00 .00 .00 .00 .00 17 100 .00 .00 .00 .00 .00 .00 LG1 18 0 -28.66 .00 134.77 .00 -6738.29 .00 17 100 .00 .00 .00 .00 .00 .00 LG2 18 0 -2.33 -1200.49 -96.47 -52806.4 4823.36 -120050 17 100 .00 -1200.47 .00 -52806.4 .00 .00 LG3 18 0 -28.66 -729.66 70.33 -33547.1 -3516.46 -72966.7 17 100 .00 -729.48 .00 -33547.1 .00 .00 LG4 18 0 -15.49 -1202.77 -34.55 -53034.2 1727.35 -120278 17 100 .00 -1202.61 .00 -53034.2 .00 .00
27 LF1 19 0 -187.26 .00 -21.29 .00 4516.26 .00 18 99 -185.54 .00 -29.39 .00 1982.20 .00 LF2 19 0 -1594.68 .00 -177.87 .00 37352.93 .00 18 99 -1577.14 .00 -260.42 .00 15438.82 .00 LF3 19 0 1209.66 -858.90 123.14 -93054.1 -22164.3 106223.3 18 99 1209.66 -858.90 194.74 -93054.1 -6270.32 192113.1
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 93
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
27 LF4 19 0 2.74 .00 2.87 .00 -607.12 .00 18 99 2.74 .00 2.87 .00 -320.18 .00 LG1 19 0 -2673.54 .00 -298.90 .00 63032.54 .00 18 99 -2644.90 .00 -434.12 .00 26378.81 .00 LG2 19 0 1564.47 -1289.74 158.85 -139677 -27759.7 159499.0 18 99 1566.79 -1289.74 255.31 -139677 -7051.85 288472.5 LG3 19 0 -1564.65 -788.70 -183.92 -86486.0 42107.15 97131.26 18 99 -1536.01 -787.72 -254.43 -86486.0 20188.55 175957.0 LG4 19 0 368.46 -1291.35 25.46 -139958 252.66 159357.9 18 99 383.94 -1291.35 60.01 -139958 4526.13 288491.9
28 LF1 22 0 -227.55 .00 78.84 .00 -29477.9 .00 19 1231 -206.34 .00 -20.89 .00 6200.10 .00 LF2 22 0 -2070.75 .00 777.21 .00 -277701 .00 19 1231 -1854.60 .00 -239.28 .00 53474.92 .00 LF3 22 0 1731.36 -839.89 -642.60 -151833 217860.4 -651945 19 1231 1731.36 -839.89 239.01 -151833 -30613.5 382215.1 LF4 22 0 -.96 .00 3.27 .00 -4947.45 .00 19 1231 -.96 .00 3.27 .00 -916.17 .00 LG1 22 0 -3422.81 .00 1271.41 .00 -464499 .00 19 1231 -3069.94 .00 -385.39 .00 89894.62 .00 LG2 22 0 2288.85 -1261.34 -854.21 -227930 282050.6 -979212 19 1231 2317.48 -1261.34 333.58 -227930 -38471.2 573880.4 LG3 22 0 -1858.04 -760.58 695.86 -140444 -266366 -600894 19 1231 -1505.18 -768.87 -168.94 -140444 60913.80 350459.6 LG4 22 0 735.80 -1262.65 -271.28 -228258 73747.94 -980747 19 1231 926.54 -1262.65 154.14 -228258 1631.64 573955.3
29 LF1 20 0 -860.91 .00 -7.14 .00 9209.61 .00 21 2394 -595.65 .00 -7.14 .00 -7872.73 .00 LF2 20 0 -1431.92 .00 -36.64 .00 38040.32 .00 21 2394 -1431.92 .00 -36.64 .00 -49667.9 .00 LF3 20 0 1195.31 -1379.08 26.27 26231.28 -28002.8 -271019 21 2394 1195.31 1120.25 26.27 26231.28 34888.16 38802.78 LF4 20 0 -87.86 .00 10.41 .00 -12730.2 .00 21 2394 -87.86 .00 10.41 .00 12184.87 .00 LG1 20 0 -3403.86 .00 -51.26 .00 56001.98 .00 21 2394 -3045.75 .00 -49.41 .00 -71504.7 .00 LG2 20 0 542.91 -2068.78 40.18 39285.93 -42296.3 -406468 21 2394 901.01 1680.22 40.18 39285.93 53882.89 58634.22 LG3 20 0 -2325.77 -1276.16 -29.29 24438.96 31080.47 -253099 21 2394 -1967.67 1042.38 -28.67 24438.96 -40771.5 33136.36 LG4 20 0 -531.60 -2080.89 12.66 39536.79 -13840.4 -409892 21 2394 -173.50 1688.03 12.59 39536.79 16679.80 55987.41
30 LF1 21 0 -202.53 .00 195.18 .00 -7872.73 .00 22 173 -183.33 .00 195.18 .00 25951.82 .00 LF2 21 0 -1431.92 .00 1801.74 .00 -49667.9 .00 22 173 -1431.92 .00 1801.74 .00 262574.4 .00 LF3 21 0 1195.31 1119.42 -1298.86 -3627.40 34888.16 10913.08 22 173 1195.31 1300.34 -1298.86 -3627.40 -190203 -198759 LF4 21 0 -87.86 .00 -33.07 .00 12184.87 .00 22 173 -87.86 .00 -33.07 .00 6453.00 .00 LG1 21 0 -2515.04 .00 2945.43 .00 -71504.7 .00 22 173 -2489.12 .00 2942.45 .00 438798.5 .00 LG2 21 0 1431.73 1678.85 -1717.80 -4157.53 53882.89 16794.46 22 173 1457.65 1950.24 -1717.80 -4157.53 -243812 -297665 LG3 21 0 -1436.96 1035.05 1767.18 -3857.93 -40771.5 6015.04 22 173 -1411.03 1196.76 1766.13 -3857.93 265431.6 -187416 LG4 21 0 357.22 1683.12 -366.64 -5524.79 16679.80 13943.14 22 173 383.14 1954.51 -366.64 -5524.79 -46858.4 -301257
31 LF1 23 0 -1.68 .00 -44.98 .00 6120.97 .00 22 184 1.49 .00 -59.88 .00 -3526.13 .00 LF2 23 0 -42.88 .00 -96.73 .00 16645.57 .00 22 184 -10.59 .00 -248.63 .00 -15127.5 .00 LF3 23 0 212.31 460.45 124.65 -345538 -7398.96 -612088 22 184 212.31 460.45 256.39 -345538 27656.63 -696812 LF4 23 0 -15.04 .00 -89.55 .00 17982.10 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 94
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
31 LF4 22 184 -15.04 .00 -89.55 .00 1505.55 .00 LG1 23 0 -81.26 .00 -301.48 .00 52587.67 .00 22 184 -28.55 .00 -549.43 .00 -25701.4 .00 LG2 23 0 301.16 688.90 36.75 -518292 15147.05 -918399 22 184 305.44 688.90 214.25 -518292 38238.48 -1045157 LG3 23 0 109.58 421.10 -186.84 -323003 45349.98 -566144 22 184 162.30 421.10 -316.25 -323003 -934.73 -643628 LG4 23 0 268.99 691.86 -36.37 -521848 27732.93 -921473 22 184 297.49 691.86 27.20 -521848 26889.55 -1048776
32 LF1 20 0 -3.22 .00 88.43 .00 -9209.61 .00 24 180 -3.22 .00 82.88 .00 6208.17 .00 LF2 20 0 -1.77 .00 275.02 .00 -38040.3 .00 24 180 -1.77 .00 275.02 .00 11463.71 .00 LF3 20 0 1.63 2.07 -207.33 271019.5 28002.79 26231.28 24 180 1.63 2.07 -207.33 271019.5 -9316.97 25858.68 LF4 20 0 14.11 .00 -157.04 .00 12730.23 .00 24 180 14.11 .00 -157.04 .00 -15536.9 .00 LG1 20 0 7.86 .00 364.38 .00 -56002.0 .00 24 180 7.86 .00 356.90 .00 8913.29 .00 LG2 20 0 12.21 2.79 -348.61 406468.7 42296.32 39285.93 24 180 12.21 2.79 -356.09 406468.7 -21126.7 38783.70 LG3 20 0 9.08 3.65 181.93 253099.4 -31080.5 24438.96 24 180 9.08 3.65 174.45 253099.4 993.76 23782.40 LG4 20 0 10.98 3.63 -143.31 409893.0 13840.37 39536.79 24 180 10.98 3.63 -150.80 409893.0 -12629.4 38882.50
33 LF1 23 0 10.65 .00 -20.20 .00 9552.94 .00 25 449 -3.18 .00 -20.20 .00 481.56 .00 LF2 23 0 -275.02 .00 -158.92 .00 63579.22 .00 25 449 -275.02 .00 -158.92 .00 -7783.87 .00 LF3 23 0 207.33 109.30 130.01 132637.5 -52453.2 325917.8 25 449 207.33 109.30 130.01 132637.5 5925.71 276836.2 LF4 23 0 157.04 .00 -14.02 .00 -7525.28 .00 25 449 157.04 .00 -14.02 .00 -13820.6 .00 LG1 23 0 -230.63 .00 -281.06 .00 100489.4 .00 25 449 -249.30 .00 -281.20 .00 -25766.9 .00 LG2 23 0 482.37 162.13 153.73 199071.4 -73307.8 488751.9 25 449 463.69 162.13 153.73 199071.4 -4278.06 415950.0 LG3 23 0 -48.18 100.40 -163.47 123205.9 53325.52 303257.8 25 449 -66.85 100.56 -163.48 123205.9 -20081.6 258183.5 LG4 23 0 277.07 164.17 34.44 199859.4 -25669.2 491654.5 25 449 258.39 164.17 34.44 199859.4 -10204.8 417935.7
34 LF1 25 0 -18.81 .00 -3.22 .00 481.56 .00 24 2080 -82.88 .00 -3.22 .00 -6208.17 .00 LF2 25 0 -275.02 .00 -1.77 .00 -7783.87 .00 24 2080 -275.02 .00 -1.77 .00 -11463.7 .00 LF3 25 0 207.33 -2.07 1.63 -25858.7 5925.71 266713.8 24 2080 207.33 -2.07 1.63 -25858.7 9316.97 271019.5 LF4 25 0 157.04 .00 14.11 .00 -13820.6 .00 24 2080 157.04 .00 14.11 .00 15536.92 .00 LG1 25 0 -270.41 .00 7.83 .00 -25766.9 .00 24 2080 -356.90 .00 8.30 .00 -8913.29 .00 LG2 25 0 442.58 -2.79 12.21 -38783.7 -4278.06 400665.1 24 2080 356.09 -2.79 12.21 -38783.7 21126.69 406468.7 LG3 25 0 -87.96 -3.92 9.08 -23782.4 -20081.6 247989.9 24 2080 -174.45 -.81 9.22 -23782.4 -993.76 253099.4 LG4 25 0 237.29 -3.63 10.98 -38882.5 -10204.8 402332.4 24 2080 150.80 -3.63 10.98 -38882.5 12629.38 409893.0
35 LF1 26 0 -39.69 .00 36.67 .00 -2456.82 .00 23 931 -23.65 .00 -38.76 .00 -3431.97 .00 LF2 26 0 -304.60 .00 370.07 .00 -33562.6 .00 23 931 -141.14 .00 -398.79 .00 -46933.7 .00 LF3 26 0 296.35 351.15 -312.35 -54313.0 25431.67 -87545.1 23 931 296.35 351.15 354.49 -54313.0 45054.27 -414582 LF4 26 0 -61.41 .00 61.14 .00 -31438.9 .00 23 931 -61.41 .00 61.14 .00 25507.38 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 95
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
35 LG1 26 0 -575.17 .00 669.92 .00 -87132.0 .00 23 931 -308.32 .00 -585.66 .00 -47901.7 .00 LG2 26 0 329.57 526.77 -357.88 -81599.3 3393.09 -131457 23 931 351.22 526.77 540.54 -81599.3 88454.83 -622054 LG3 26 0 -307.15 323.74 387.07 -51982.0 -63444.0 -81979.4 23 931 -40.30 320.46 -267.98 -51982.0 -7975.55 -382575 LG4 26 0 100.81 527.69 -79.97 -82480.6 -21962.3 -132301 23 931 245.06 527.69 241.81 -82480.6 53402.14 -623753
36 LF1 25 0 16.99 .00 15.63 .00 .00 .00 29 1015 16.99 .00 -15.63 .00 .00 .00 LF2 25 0 157.15 .00 .00 .00 .00 .00 29 1015 157.15 .00 .00 .00 .00 .00 LF3 25 0 -128.38 111.37 .00 -10122.3 .00 158496.2 29 1015 -128.38 111.37 .00 -10122.3 .00 45452.13 LF4 25 0 28.13 .00 .00 .00 .00 .00 29 1015 28.13 .00 .00 .00 .00 .00 LG1 25 0 289.03 .00 21.10 .00 .00 .00 29 1015 289.03 .00 -21.10 .00 .00 .00 LG2 25 0 -141.51 166.77 21.11 -15284.9 .00 237855.1 29 1015 -141.51 167.58 -21.11 -15284.9 .00 68094.76 LG3 25 0 172.56 104.42 21.10 -10193.7 .00 146988.3 29 1015 172.56 104.42 -21.10 -10193.7 .00 41005.82 LG4 25 0 -23.46 168.11 21.10 -15603.3 .00 238741.9 29 1015 -23.46 168.25 -21.10 -15603.3 .00 68023.03
38 LF1 30 0 5.24 .00 23.63 .00 -3684.70 .00 26 106 7.07 .00 15.01 .00 -1628.80 .00 LF2 30 0 -128.28 .00 335.86 .00 -47730.8 .00 26 106 -109.59 .00 248.03 .00 -16668.6 .00 LF3 30 0 124.78 357.31 -282.73 -52280.0 38565.39 -44099.7 26 106 124.78 357.31 -206.55 -52280.0 12536.47 -82116.7 LF4 30 0 -77.13 .00 41.56 .00 -21566.3 .00 26 106 -77.13 .00 41.56 .00 -17144.2 .00 LG1 30 0 -267.42 .00 581.07 .00 -99621.3 .00 26 106 -236.92 .00 437.74 .00 -45421.0 .00 LG2 30 0 117.01 537.73 -350.68 -78708.6 31310.07 -66506.9 26 106 119.48 537.73 -248.04 -78708.6 -540.66 -123719 LG3 30 0 -153.19 323.18 324.99 -47197.0 -64311.3 -40440.6 26 106 -122.69 322.80 250.20 -47197.0 -33711.5 -74820.3 LG4 30 0 20.40 536.29 -98.40 -78692.9 -4618.12 -66652.7 26 106 36.89 536.29 -61.63 -78692.9 -13131.5 -123712
39 LF1 32 0 -13.87 .00 -13.28 .00 1570.16 .00 27 199 -12.85 .00 -18.12 .00 -1569.81 .00 LF2 32 0 -8.25 .00 -99.05 .00 4024.62 .00 27 199 -8.25 .00 -99.05 .00 -15784.7 .00 LF3 32 0 16.34 12.24 79.65 -16.63 -3481.13 -1198.08 27 199 16.34 12.24 79.65 -16.63 12449.26 -3645.24 LF4 32 0 77.69 .00 -37.53 .00 -1984.62 .00 27 199 77.69 .00 -37.53 .00 -9490.11 .00 LG1 32 0 51.72 .00 -206.81 .00 6065.20 .00 27 199 53.11 .00 -213.34 .00 -35949.6 .00 LG2 32 0 83.61 17.23 64.06 -24.79 -5090.04 -1764.29 27 199 85.00 17.23 57.53 -24.79 7069.43 -5210.56 LG3 32 0 64.42 9.73 -134.02 -20.12 2973.36 -959.24 27 199 65.81 9.73 -140.55 -20.12 -24483.3 -2905.39 LG4 32 0 77.80 17.53 -10.52 -26.29 -2078.20 -1748.15 27 199 79.19 17.53 -17.05 -26.29 -4834.97 -5253.98
40 LF1 29 0 -19.12 .00 4.88 .00 -3869.61 .00 28 2080 -83.19 .00 4.88 .00 6277.81 .00 LF2 29 0 -365.59 .00 20.20 .00 -16775.8 .00 28 2080 -365.59 .00 20.20 .00 25233.79 .00 LF3 29 0 305.70 7.66 -16.92 3110.15 14054.17 77001.89 28 2080 305.70 7.66 -16.92 3110.15 -21138.2 61064.98 LF4 29 0 -103.80 .00 6.53 .00 -6237.01 .00 28 2080 -103.80 .00 6.53 .00 7352.73 .00 LG1 29 0 -685.25 .00 43.68 .00 -37168.5 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 96
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
40 LG1 28 2080 -771.75 .00 43.20 .00 54155.10 .00 LG2 29 0 329.00 11.41 -12.26 4649.88 9623.58 115420.9 28 2080 242.51 11.41 -12.26 4649.88 -15883.7 91687.20 LG3 29 0 -407.20 6.88 28.36 2931.90 -24282.3 71551.26 28 2080 -493.69 9.09 28.19 2931.90 34949.35 55054.67 LG4 29 0 54.10 11.78 2.92 4687.48 -3001.83 116347.6 28 2080 -32.40 11.91 2.93 4687.48 3093.05 91840.98
41 LF1 30 0 3.69 .00 21.86 .00 -8968.74 .00 29 233 -3.49 .00 21.86 .00 -3869.61 .00 LF2 30 0 -365.59 .00 177.35 .00 -58137.7 .00 29 233 -365.59 .00 177.35 .00 -16775.8 .00 LF3 30 0 305.70 -103.71 -145.30 -42342.0 47940.41 42691.95 29 233 305.70 -103.71 -145.30 -42342.0 14054.17 66879.54 LF4 30 0 -103.80 .00 34.67 .00 -14322.1 .00 29 233 -103.80 .00 34.67 .00 -6237.01 .00 LG1 30 0 -654.45 .00 332.27 .00 -114718 .00 29 233 -664.15 .00 332.70 .00 -37168.5 .00 LG2 30 0 359.80 -153.51 -153.78 -63444.9 45487.35 64334.97 29 233 350.10 -153.51 -153.78 -63444.9 9623.58 100136.0 LG3 30 0 -376.40 -97.63 200.75 -38073.9 -71122.7 38603.43 29 233 -386.10 -97.49 200.91 -38073.9 -24282.3 61357.60 LG4 30 0 84.90 -156.03 -20.54 -63335.6 1788.87 64355.07 29 233 75.20 -156.03 -20.54 -63335.6 -3001.83 100744.3
42 LF1 27 0 -52.25 .00 -1.20 .00 535.61 .00 37 582 -64.75 .00 -8.35 .00 -2244.30 .00 LF2 27 0 -289.30 .00 -7.97 .00 -1936.31 .00 37 582 -289.30 .00 -7.97 .00 -6576.17 .00 LF3 27 0 241.71 -18.40 7.74 14.85 1175.16 2660.90 37 582 241.71 -18.40 7.74 14.85 5683.29 13372.47 LF4 27 0 -83.87 .00 8.17 .00 -4707.31 .00 37 582 -83.87 .00 8.17 .00 46.33 .00 LG1 27 0 -592.84 .00 -5.06 .00 -7174.77 .00 37 582 -609.71 .00 -14.44 .00 -12861.4 .00 LG2 27 0 208.15 -28.19 18.17 22.37 -2222.25 3767.63 37 582 191.28 -28.19 8.52 22.37 5544.65 20181.43 LG3 27 0 -373.60 -9.65 1.80 12.70 -6009.26 6378.91 37 582 -390.47 -9.54 -7.73 12.70 -7738.87 11956.08 LG4 27 0 -9.22 -26.09 12.22 22.13 -3702.27 4983.48 37 582 -26.09 -25.99 2.58 22.13 608.94 20119.96
43 LF1 31 0 24.23 .00 39.38 .00 1952.89 .00 30 93 25.85 .00 31.80 .00 5284.04 .00 LF2 31 0 104.81 .00 92.46 .00 5368.38 .00 30 93 121.26 .00 15.20 .00 10406.91 .00 LF3 31 0 -80.94 461.02 -80.98 -1701.20 -4931.57 -33478.8 30 93 -80.94 461.02 -13.96 -1701.20 -9375.02 -76631.4 LF4 31 0 -21.62 .00 -52.75 .00 -2306.54 .00 30 93 -21.62 .00 -52.75 .00 -7244.15 .00 LG1 31 0 167.06 .00 136.21 .00 8250.92 .00 30 93 193.91 .00 10.08 .00 15097.30 .00 LG2 31 0 -110.45 693.29 -121.12 -2563.95 -7066.11 -50284.2 30 93 -108.27 693.22 -30.82 -2563.95 -14177.3 -115176 LG3 31 0 94.65 417.99 64.44 -1506.29 3860.06 -30523.6 30 93 121.50 417.99 -1.38 -1506.29 6811.39 -69648.3 LG4 31 0 -31.87 692.92 -51.99 -2551.30 -3054.57 -50353.2 30 93 -17.36 692.64 -19.64 -2551.30 -6406.99 -115210
44 LF1 28 0 -4.88 .00 -83.19 .00 6277.81 .00 33 180 -4.88 .00 -88.73 .00 -9195.33 .00 LF2 28 0 -20.20 .00 -365.59 .00 25233.79 .00 33 180 -20.20 .00 -365.59 .00 -40572.6 .00 LF3 28 0 16.92 7.66 305.70 -61065.0 -21138.2 3110.15 33 180 16.92 7.66 305.70 -61065.0 33888.73 1731.00 LF4 28 0 -6.53 .00 -103.80 .00 7352.73 .00 33 180 -6.53 .00 -103.80 .00 -11330.6 .00 LG1 28 0 -43.39 .00 -771.76 .00 54155.10 .00 33 180 -43.39 .00 -779.24 .00 -85435.0 .00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 97
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
44 LG2 28 0 12.26 11.41 242.51 -91687.2 -15883.7 4649.88 33 180 12.26 11.41 235.02 -91687.2 27094.36 2596.00 LG3 28 0 -28.21 8.21 -493.70 -55054.7 34949.35 2931.90 33 180 -28.21 8.21 -501.18 -55054.7 -54589.6 1454.95 LG4 28 0 -2.92 11.83 -32.39 -91841.0 3093.05 4687.48 33 180 -2.92 11.83 -39.88 -91841.0 -3411.58 2557.80
45 LF1 31 0 21.89 .00 .00 32 5.0 22.01 .00 .00 LF2 31 0 71.84 .00 .00 32 5.0 71.84 .00 .00 LF3 31 0 -60.00 .00 .00 32 5.0 -60.00 .00 .00 LF4 31 0 -27.82 .00 .00 32 5.0 -27.82 .00 .00 LG1 31 0 108.02 .00 .00 32 5 108.19 .00 .00 LG2 31 0 -88.35 .00 .00 32 5 -88.18 .00 .00 LG3 31 0 54.62 .00 .00 32 5 54.79 .00 .00 LG4 31 0 -34.53 .00 .00 32 5 -34.36 .00 .00
46 LF1 36 0 27.26 .00 25.27 .00 .00 .00 31 90 28.81 .00 17.94 .00 1952.89 .00 LF2 36 0 103.99 .00 96.71 .00 .00 .00 31 90 119.80 .00 22.07 .00 5368.38 .00 LF3 36 0 -93.46 461.02 -86.92 -1735.90 .00 8195.72 31 90 -93.46 461.02 -22.20 -1735.90 -4931.57 -33477.0 LF4 36 0 -27.44 .00 -25.52 .00 .00 .00 31 90 -27.44 .00 -25.52 .00 -2306.54 .00 LG1 36 0 163.78 .00 152.20 .00 .00 .00 31 90 189.58 .00 30.36 .00 8250.92 .00 LG2 36 0 -130.92 692.91 -121.77 -2616.07 .00 12351.25 31 90 -128.83 692.86 -34.57 -2616.07 -7066.11 -50281.5 LG3 36 0 80.23 417.99 74.50 -1537.93 .00 7261.02 31 90 106.03 417.99 10.91 -1537.93 3860.06 -30522.0 LG4 36 0 -53.02 693.01 -49.40 -2603.49 .00 12291.87 31 90 -39.07 692.75 -18.18 -2603.49 -3054.57 -50350.5
47 LF1 39 0 -19.04 .00 10.40 .00 685.84 .00 32 95 -18.53 .00 8.09 .00 1570.16 .00 LF2 39 0 -22.95 .00 -28.98 .00 6797.98 .00 32 95 -22.95 .00 -28.98 .00 4024.62 .00 LF3 39 0 28.64 12.24 21.21 -6.26 -5511.30 -27.18 32 95 28.64 12.24 21.21 -6.26 -3481.13 -1198.18 LF4 39 0 84.04 .00 -64.01 .00 4141.17 .00 32 95 84.04 .00 -64.01 .00 -1984.62 .00 LG1 39 0 29.38 .00 -97.62 .00 15556.44 .00 32 95 30.07 .00 -100.73 .00 6065.20 .00 LG2 39 0 101.41 18.01 -18.20 -9.51 -3199.03 -40.96 32 95 102.10 18.01 -21.32 -9.51 -5090.04 -1764.44 LG3 39 0 53.02 9.73 -76.85 -11.81 10477.61 -28.12 32 95 53.71 9.73 -79.97 -11.81 2973.36 -959.38 LG4 39 0 84.63 17.83 -40.27 -11.16 1925.13 -41.87 32 95 85.32 17.83 -43.39 -11.16 -2078.20 -1748.31
48 LF1 33 0 -341.06 .00 9.33 .00 -9195.33 .00 34 1835 -150.59 .00 9.33 .00 7930.43 .00 LF2 33 0 -304.83 .00 43.63 .00 -40572.6 .00 34 1835 -304.83 .00 43.63 .00 39491.28 .00 LF3 33 0 264.82 -385.99 -36.40 -1731.00 33888.73 -61065.0 34 1835 264.82 245.25 -36.40 -1731.00 -32907.9 68058.20 LF4 33 0 31.22 .00 12.68 .00 -11330.6 .00 34 1835 31.22 .00 12.68 .00 11938.63 .00 LG1 33 0 -883.65 .00 90.79 .00 -85435.0 .00 34 1835 -626.51 .00 90.88 .00 82781.17 .00 LG2 33 0 -32.03 -579.22 -29.32 -2596.00 27094.36 -91687.2
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 98
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
48 LG2 34 1835 225.12 367.80 -29.33 -2596.00 -26723.6 102208.2 LG3 33 0 -646.50 -349.93 58.10 -1454.95 -54589.6 -55054.7 34 1835 -389.35 221.40 58.12 -1454.95 52788.94 62919.32 LG4 33 0 -260.35 -580.50 3.47 -2557.80 -3411.58 -91841.0 34 1835 -3.20 367.69 3.39 -2557.80 2977.26 102713.4
49 LF1 34 0 -45.73 .00 -13.10 .00 4584.60 .00 35 350 -9.40 .00 -13.10 .00 .00 .00 LF2 34 0 .00 .00 -70.25 .00 24587.16 .00 35 350 .00 .00 -70.25 .00 .00 .00 LF3 34 0 .00 239.09 58.33 -8377.54 -20416.3 61866.18 35 350 .00 359.49 58.33 -8377.54 .00 -42885.3 LF4 34 0 .00 .00 -22.70 .00 7944.72 .00 35 350 .00 .00 -22.70 .00 .00 .00 LG1 34 0 -61.75 .00 -147.39 .00 51592.55 .00 35 350 -12.70 .00 -147.39 .00 .44 .00 LG2 34 0 -61.74 358.53 47.10 -12625.3 -16488.5 92924.08 35 350 -12.70 538.88 47.08 -12625.3 -.63 -64171.6 LG3 34 0 -61.74 219.41 -94.21 -7422.10 32976.92 56889.88 35 350 -12.69 327.61 -94.22 -7422.10 .14 -38869.5 LG4 34 0 -61.74 359.95 -5.71 -12564.6 1999.84 93248.45 35 350 -12.69 540.30 -5.73 -12564.6 -.35 -64344.2
50 LF1 36 0 .00 .00 .00 .00 .00 .00 35 90 -9.34 .00 .00 .00 .00 .00 LF2 36 0 .00 .00 .00 .00 .00 .00 35 90 .00 .00 .00 .00 .00 .00 LF3 36 0 .00 461.02 .00 -8377.54 .00 .00 35 90 .00 491.98 .00 -8377.54 .00 -42885.3 LF4 36 0 .00 .00 .00 .00 .00 .00 35 90 .00 .00 .00 .00 .00 .00 LG1 36 0 .00 .00 .00 .00 .00 .00 35 90 -12.61 .00 .00 .00 -.44 .00 LG2 36 0 .00 689.87 .00 -12625.3 .00 .00 35 90 -12.61 736.24 .01 -12625.3 .63 -64171.6 LG3 36 0 .00 417.99 .00 -7422.10 .00 .00 35 90 -12.61 445.81 .00 -7422.10 -.14 -38869.5 LG4 36 0 .00 691.78 .00 -12564.6 .00 .00 35 90 -12.61 738.15 .00 -12564.6 .35 -64344.2
52 LF1 38 0 -13.10 .00 .06 35 5.0 -13.10 .00 -.06 LF2 38 0 -70.25 .00 .00 35 5.0 -70.25 .00 .00 LF3 38 0 58.33 .00 .00 35 5.0 58.33 .00 .00 LF4 38 0 -22.70 .00 .00 35 5.0 -22.70 .00 .00 LG1 38 0 -147.39 .00 .08 35 5 -147.39 .00 -.08 LG2 38 0 47.08 .00 .08 35 5 47.08 .00 -.08 LG3 38 0 -94.22 .00 .08 35 5 -94.22 .00 -.08 LG4 38 0 -5.73 .00 .08 35 5 -5.73 .00 -.08
53 LF1 39 0 37.24 .00 .06 36 5.8 37.17 .00 -.06 LF2 39 0 142.01 .00 .00 36 5.8 142.01 .00 .00 LF3 39 0 -127.63 .00 .00 36 5.8 -127.63 .00 .00 LF4 39 0 -37.47 .00 .00 36 5.8 -37.47 .00 .00 LG1 39 0 223.68 .00 .08 36 5 223.58 .00 -.08 LG2 39 0 -178.65 .00 .08 36 5 -178.75 .00 -.08
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 99
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SCHNITTGRÖSSEN STABBEZOGEN
Stab-Nr.
LF/LG-Nr.
Knoten-Nr.
x[mm]
Kräfte [N]N Q2 Q3
Momente [Nmm]T M2 M3
53 LG3 39 0 109.58 .00 .08 36 5 109.48 .00 -.08 LG4 39 0 -72.36 .00 .08 36 5 -72.46 .00 -.08
54 LF1 38 0 -35.85 .00 -2.47 .00 -761.90 .00 37 350 -44.50 .00 -2.47 .00 -1625.78 .00 LF2 38 0 -49.74 .00 -22.84 .00 -1859.05 .00 37 350 -49.74 .00 -22.84 .00 -9852.08 .00 LF3 38 0 51.16 12.24 18.55 25.18 1638.99 -1125.94 37 350 51.16 12.24 18.55 25.18 8132.39 -5408.49 LF4 38 0 99.97 .00 -13.35 .00 788.54 .00 37 350 99.97 .00 -13.35 .00 -3884.15 .00 LG1 38 0 -16.67 .00 -51.92 .00 -2979.20 .00 37 350 -28.35 .00 -51.91 .00 -21151.0 .00 LG2 38 0 128.28 18.60 11.16 37.93 2217.31 -1711.96 37 350 116.60 18.60 11.16 37.93 6124.77 -8223.15 LG3 38 0 26.87 9.87 -34.82 24.89 -1523.07 -887.34 37 350 15.19 9.87 -34.82 24.89 -13711.2 -4342.64 LG4 38 0 91.59 18.08 -6.06 38.46 828.10 -1660.25 37 350 79.91 18.08 -6.06 38.46 -1293.68 -7989.08
55 LF1 39 0 -33.49 .00 -15.57 .00 685.84 .00 38 93 -35.79 .00 -15.57 .00 -761.90 .00 LF2 39 0 -49.74 .00 -93.09 .00 6797.98 .00 38 93 -49.74 .00 -93.09 .00 -1859.05 .00 LF3 39 0 51.16 12.24 76.88 25.18 -5511.30 12.00 38 93 51.16 12.24 76.88 25.18 1638.99 -1125.94 LF4 39 0 99.97 .00 -36.05 .00 4141.17 .00 38 93 99.97 .00 -36.05 .00 788.54 .00 LG1 39 0 -13.49 .00 -199.30 .00 15556.44 .00 38 93 -16.60 .00 -199.31 .00 -2979.20 .00 LG2 39 0 131.47 18.60 58.24 37.93 -3199.03 18.16 38 93 128.36 18.60 58.24 37.93 2217.31 -1711.96 LG3 39 0 30.06 9.73 -129.04 24.89 10477.61 17.62 38 93 26.96 9.73 -129.04 24.89 -1523.07 -887.34 LG4 39 0 94.78 18.07 -11.80 38.46 1925.13 19.96 38 93 91.68 18.07 -11.80 38.46 828.10 -1660.25
AUFLAGERKRÄFTE UND -MOMENTE
Knoten-Nr.
LF/LG-Nr.
Auflagerkräfte [N]PX PY PZ
Auflagermomente [Nmm]MX MY MZ
4 LF1 -9.017 .000 -354.973 .000 .000 .000 LF2 -61.424 .000 -635.612 .000 .000 .000 LF3 51.343 231.602 542.572 .000 .001 -.002 LF4 20.219 .000 44.583 .000 .000 .000 LG1 -83.127 .000 -1384.227 .000 .001 .000 LG2 85.087 347.379 379.148 -.004 -.002 -.006 LG3 -37.341 204.101 -897.491 -.003 .000 .000 LG4 39.062 346.684 -97.211 -.003 .000 .005 6 LF1 .000 .000 .000 .000 .000 .000 LF2 .000 .000 .000 .000 .000 .000 LF3 .000 967.325 .000 .002 .000 .002 LF4 .000 .000 .000 .000 .000 .000 LG1 .000 .000 .000 .000 .000 .000 LG2 .000 1449.469 .000 .000 .000 .004 LG3 .000 882.528 .000 -.001 .000 .002 LG4 .000 1452.301 .000 .001 .000 .002
12 LF1 5.157 .000 -941.846 .000 .000 .000 LF2 36.002 .000 -1775.932 .000 .000 .000 LF3 -25.923 1468.577 1458.056 .000 .000 .000 LF4 11.046 .000 -41.182 .000 .000 .000 LG1 70.878 .000 -3980.540 .000 -.001 .000 LG2 -20.879 2203.259 874.503 -.004 .000 .000 LG3 47.977 1312.452 -2666.596 -.003 .001 .000
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 100
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
AUFLAGERKRÄFTE UND -MOMENTE
Knoten-Nr.
LF/LG-Nr.
Auflagerkräfte [N]PX PY PZ
Auflagermomente [Nmm]MX MY MZ
12 LG4 6.069 2200.233 -457.789 -.003 .000 .000 17 LF1 .000 .000 .000 .000 .000 .000 LF2 .000 .000 .000 .000 .000 .000 LF3 .000 1636.082 .000 .000 .000 .000 LF4 .000 .000 .000 .000 .000 .000 LG1 .000 .000 .000 .000 .000 .000 LG2 .000 2456.901 .000 .001 .000 .000 LG3 .000 1476.735 .000 .001 .000 .000 LG4 .000 2459.096 .000 .001 .000 .000
20 LF1 -10.352 .000 -949.337 .000 .000 .000 LF2 -38.406 .000 -1706.942 .000 -.001 .000 LF3 27.901 1377.014 1402.645 -.013 .001 -.001 LF4 24.522 .000 69.177 .000 .000 .000 LG1 -47.058 .000 -3768.239 .000 .000 .000 LG2 52.389 2065.990 891.513 .002 -.001 .000 LG3 -21.925 1228.243 -2507.708 -.006 .000 -.001 LG4 23.558 2060.877 -388.286 .004 .000 -.002
33 LF1 14.211 .000 -429.797 .000 .000 .000 LF2 63.828 .000 -670.417 .000 -.002 .000 LF3 -53.321 393.649 570.527 .000 -.001 .000 LF4 19.214 .000 -72.578 .000 .000 .000 LG1 134.306 .000 -1662.885 .000 -.003 .000 LG2 -41.596 590.472 202.998 -.003 .000 .000 LG3 86.288 355.804 -1147.677 .000 .000 .000 LG4 6.311 590.957 -300.229 -.003 .000 .000
35 LF1 .000 .000 .000 .000 .000 .000 LF2 .000 .000 .000 .000 .000 .000 LF3 .000 851.474 .000 -.001 .000 .000 LF4 .000 .000 .000 .000 .000 .000 LG1 .000 .000 .000 .000 .000 .000 LG2 .000 1275.113 .000 -.001 .000 .000 LG3 .000 773.287 .000 .000 .000 .000 LG4 .000 1278.435 .000 -.001 .000 .000
ΣKräfte LF1 .000 .000 -2675.954ΣLasten .000 .000 -2675.954ΣKräfte LF2 .000 .000 -4788.902ΣLasten .000 .000 -4788.903ΣKräfte LF3 .000 6925.723 3973.800ΣLasten .000 6925.723 3973.800ΣKräfte LF4 75.000 .000 .000ΣLasten 75.000 .000 .000ΣKräfte LG1 75.000 .000 -10795.890ΣLasten 75.000 .000 -10795.890ΣKräfte LG2 75.000 10388.580 2348.162ΣLasten 75.000 10388.580 2348.161ΣKräfte LG3 75.000 6233.150 -7219.472ΣLasten 75.000 6233.150 -7219.472ΣKräfte LG4 75.000 10388.580 -1243.515ΣLasten 75.000 10388.580 -1243.515
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 101
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
-405.710 -405.710
-2677.340-2677.340
2995.800 2995.800
-2680.080-2651.430
-28.660 -28.660
-2515.040
-2489.120-81.260
-28.550
-3403.860
-3045.750
-2673.540-2644.900
-3422.810
-3069.940
-3432.860
-3080.000
-788.360
-805.230
296.260353.620
-15.010-14.850-177.850-177.160
267.460293.260
-180.280-178.890
-3941.600
-3502.700-2971.980
-2940.210
-279.96039.610
7.8607.860-883.650
-626.510-61.750
-12.70029.38030.070
108.020108.190
163.780189.580-12.610-16.670
-28.350
-13.490-16.600223.680223.580
-147.390-147.390
-43.390-43.390
289.030 289.030
-575.170
-308.320
-230.630
-249.300-270.410
-356.900
-267.420-236.920-592.840
-609.710
167.060193.910
-654.450
-664.150
51.72053.110
-685.250
-771.750
-284.400
-296.080
-281.540-284.650
-62.070
-13.030-12.610
-1365.990
-1108.850
-188.550-188.550
465.460465.360
370.672 mm
3861.920 N
In Y-Richtung LG 1 - Eigengewicht + SchneeSchnittgrößen N
Max N: 2995.80, Min N: -3941.60 N
X
Z
23501.800 26862.10029889.70033117.100
371501.00
56576.80023149.700
-6739.970-6738.290
-71504.70
438799.00
52587.700
-25701.40
56002.000
-71504.70
63032.50026378.800
-464499.0
143952.00
89894.600
-532108.0
119068.0080078.700
24908.800
-34074.60
21729.70027794.300
10783.00011015.10021729.70011015.10013740.700
-48776.80
125036.00125036.00
-383160.0
68855.100171747.00
-148947.0
-34538.30 -30799.60 -48776.80 -56002.00
8913.290-85435.00
82781.20051592.600
0.44015556.400
6065.2008250.920
-0.440-2979.200
-21151.00
15556.400-2979.200
54155.100
-85435.00
5354.970
-87132.00
69013.200
-47901.70
100489.00
-25766.90-25766.90
-8913.290
-99621.30-45421.00-7174.770
-12861.40
8250.92015097.300
-114718.0
-37168.50
6065.200
-35949.60
-37168.50
54155.100
10323.000
23750.700
-10783.0010323.000
-66044.50
-2.8302.830
34538.300
-118635.0
367.848 mm
517379.000 Nmm
In Y-Richtung LG 1 - Eigengewicht + SchneeSchnittgrößen M-2
Max M-2: 438799.00, Min M-2: -532108.00 Nmm
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 102
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
-7737.200 -10711.40-9018.140-11875.20
392331.00
-22045.50-4194.660
4823.4804823.360
53882.900
-243812.0
15147.00038238.500
-42296.30
53882.900
-27759.70-7051.850
282051.00
-95452.70-38471.20
344228.00
-73391.90-29782.70
-15313.70
26277.900
-12607.60
417.690
-13431.50-5227.500-12607.60-5227.500-1981.580
-1979.550
-51964.40-51964.40
249075.00
-18357.60
-111603.0
95153.800
48471.100
-1979.550
42296.300
-21126.7027094.400
-26723.60-16488.50
-0.630
-3199.030-5090.040-7066.110
0.6302217.310
6124.770
-3199.0302217.310
-15883.70
27094.400
5357.980
3393.090
-61222.90
88454.800
-73307.80
-4278.060-4278.060
21126.700
31310.100-540.660
-2222.250
5544.650
-7066.110-14177.30
45487.400
9623.580
-5090.040
7069.430
9623.580
-15883.70
-7191.520
-23345.20
13431.500-7191.520
61489.600
1.630-1.630
-48471.10
107663.00
363.303 mm
376758.000 Nmm
In Y-Richtung LG 2 - Eigengewicht + WindSchnittgrößen M-2
Max M-2: 392331.00, Min M-2: -243812.00 Nmm
X
Z
772.870 772.870
1607.9701607.970
-1757.980 -1757.980
1570.5401572.860
-2.330-2.330
1431.730
1457.650
301.160305.440
542.910
901.0101564.4701566.790
2288.850
2317.480
2298.090
2326.710
751.360
734.490
-265.170-260.520
66.23066.400-30.460-29.770-253.570-251.480-15.220-13.830
939.780
1378.6801909.390
1941.160
169.320
195.250
12.21012.210-32.030
225.120-61.740
-12.700101.410102.100-88.350-88.180
-130.920-128.830
-12.610128.280
116.600
131.470128.360
-178.650-178.750
47.08047.080
12.26012.260
-141.510 -141.510329.570
351.220
482.370
463.690442.580
356.090
117.010119.480208.150
191.280
-110.450-108.270
359.800
350.100
83.61085.000
329.000
242.510
30.970
19.290
34.16031.060
-61.740
-12.700 -12.610
371.040
628.190
175.600175.600
-245.700-245.800
361.642 mm
2224.140 N
In Y-Richtung LG 2 - Eigengewicht + WindSchnittgrößen N
Max N: 2326.71, Min N: -1757.98 N
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 103
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
61.300 61.300
-1541.950-1541.950
1796.480 1796.480
-1567.820-1539.180
-28.660-28.660
-1436.960
-1411.030
109.580162.300
-2325.770
-1967.670
-1564.650-1536.010
-1858.040
-1505.180
-1862.910
-1510.050
-369.760
-386.630
145.500202.8606.1306.300
-131.580-130.890
121.070146.880
-129.390-128.000
-2619.920
-2181.020-1650.300
-1618.530
-135.580 183.980
9.0809.080-646.500
-389.350-61.740
-12.69053.02053.71054.62054.790
80.230106.030-12.61026.870
15.190
30.06026.960109.580109.480
-94.220-94.220
-28.210-28.210
172.560 172.560
-307.150
-40.300-48.180
-66.850-87.960
-174.450
-153.190-122.690-373.600
-390.470
94.650121.500
-376.400
-386.100
64.42065.810
-407.200
-493.690
-192.040
-203.730
-188.950-192.050
-61.830
-12.790 -12.610
-886.990
-629.850
-89.170-89.170
265.550265.450
370.356 mm
2564.770 N
In Y-Richtung LG 3 - Eigengewicht + Schnee + 0,6 x WindSchnittgrößen N
Max N: 1796.48, Min N: -2619.92 N
X
Z
17209.400 18806.70022171.30023705.000
371501.00
39038.40018654.000
-3517.260-3516.460
-40771.50
265432.00
45350.000
-934.730
31080.500
-40771.50
42107.10020188.600
-266366.0
79344.80060913.800
-299113.0
67497.10056247.800
13658.400
-17474.10
12056.50019538.000
4262.0106458.05012056.5006458.0509073.540
-36512.00
80829.60080829.600
-222598.0
43595.00095630.800
-76515.00
-11640.90-10325.70 -36512.00 -31080.50
993.760-54589.60
52788.90032976.900
0.14010477.6002973.3603860.060
-0.140-1523.070
-13711.20
10477.600-1523.070
34949.400
-54589.60
5354.970
-63444.00
41344.400
-7975.550
53325.500
-20081.60-20081.60
-993.760
-64311.30-33711.50-6009.260
-7738.870
3860.0606811.390-71122.70
-24282.30
2973.360
-24483.30
-24282.30
34949.400
5479.780
10932.200
-4262.0105479.780
-31238.80
-1.6001.600
11640.900
-56805.00
365.806 mm
359213.000 Nmm
In Y-Richtung LG 3 - Eigengewicht + Schnee + 0,6 x WindSchnittgrößen M-2
Max M-2: 371501.00, Min M-2: -299113.00 Nmm
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 104
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
2638.4102647.4701378.9804008.4602798.790
375810.00
2672.3605736.1501727.6901727.350
16679.800
-46858.40
27732.90026889.600
-13840.40
16679.800
252.6604526.130
73747.900
-29447.70
1631.640
100075.00
-20106.60
5310.770
-4563.340
9901.260
-3490.100
7204.480
-6730.530-904.210-3490.100-904.2101983.280
-15117.90
-278.580-278.580
66491.600
4186.290
-34838.90
33583.700
25908.600
-15117.90
13840.400
-12629.40-3411.580
2977.2601999.840
-0.3501925.130
-2078.200-3054.570
0.350828.100
-1293.680
1925.130
828.100
3093.050
-3411.580
5355.470
-21962.30-30138.70
53402.100
-25669.20
-10204.80-10204.80
12629.400
-4618.120-13131.50-3702.270
608.940
-3054.570-6406.990
1788.870
-3001.830
-2078.200-4834.970
-3001.830
3093.050
-2462.850
-10439.80
6730.530-2462.850
26629.100
0.420-0.420
-25908.60
45868.000
360.687 mm
358295.000 Nmm
In Y-Richtung LG 4 - Eigengewicht + Wind + 0,5 x SchneeSchnittgrößen M-2
Max M-2: 375810.00, Min M-2: -46858.40 Nmm
X
Z
572.640 572.640410.370410.370-379.220 -379.220371.030386.510
-15.490-15.490
357.220
383.140
268.990297.490
-531.600
-173.500
368.460383.940
735.800
926.540
739.710
930.450
329.620
312.750
-109.800-78.790
42.96043.120-65.350-64.660-114.830-100.880-55.170
-53.780
-399.360
39.540570.250
602.020
64.890
237.640
10.98010.980-260.350
-3.200-61.740
-12.69084.63085.320
-34.530-34.360-53.020-39.070
-12.61091.590
79.910
94.78091.680
-72.360-72.460
-5.730-5.730
-2.920-2.920
-23.460 -23.460100.810
245.060
277.070
258.390237.290
150.800
20.40036.890
-9.220
-26.090
-31.870-17.36084.900
75.200
77.80079.190
54.100
-32.400
-49.310
-60.990
-46.120-49.220
-61.740
-12.700 -12.610
-98.460
158.680
76.06076.060
-56.570-56.670
362.100 mm
890.558 N
In Y-Richtung LG 4 - Eigengewicht + Wind + 0,5 x SchneeSchnittgrößen N
Max N: 930.45, Min N: -531.60 N
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 105
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
ERGEBNISSE
X
Z
1.294
363.987 mm
In Y-Richtung LF 2 - Schnee sk=1,40 kN/m2Verschiebungen
Faktor für Verschiebungen: 60Max u: 1.29 mm
X
Z
21.803
359.241 mm
In Y-Richtung LF 3 - Wind in +Y q=0,71 kN/m2Verschiebungen
Faktor für Verschiebungen: 9Max u: 21.80 mm
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 106
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
STAHL1 - SPANNUNGSANALYSE
BASISANGABEN
ZU BEMESSENDE STÄBEAlle
ZU BEMESSENDE LASTFÄLLELG1 - Eigengewicht + SchneeLG2 - Eigengewicht + WindLG3 - Eigengewicht + Schnee + 0,6 x WindLG4 - Eigengewicht + Wind + 0,5 x Schnee
GRENZSPANNUNGEN
Mat.-Nr.
Material-Bezeichnung
Material-Norm, Kriterium
Grenzspannungen [N/mm^2]Sigma Tau Sigma-v
1 S 355 J2 G3 DIN 18800 t <= 40 mm 327.3 188.9 327.3
QUERSCHNITTE
Quer.-Nr.
Mat.-Nr.
QuerschnittsbezeichnungQuerschnittsdrehung
I-T [cm^4]A [cm^2]
I-2 [cm^4]Alpha pl. y
I-3 [cm^4]Alpha pl. z
50.0
50.0
2.0
QRO 50x2 (EN 10219-2)
50.0
3.0 50.0 3.056.0
2B 50/50/3
1 1 QRO 50x2 (EN 10219-2) 22.58 14.15 14.153.74 1.00 1.00
2 1 2B 50/50/3 0.09 6.25 21.093.00 1.00 1.00
MAX. SPANNUNGEN IN QUERSCHNITTEN
Spannungs-art
Stab-Nr.
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 28 0.0 15 LG2 221.04 327.30 0.68Tau gesamt 31 0.0 12 LG4 -60.89 188.90 0.32Sigma-v 28 0.0 15 LG2 224.92 327.30 0.69Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 25 0.0 7 LG2 66.73 327.30 0.20Tau gesamt 9 0.0 1 LG4 1.32 188.90 0.01Sigma-v 25 0.0 7 LG2 66.74 327.30 0.20
MAX. SPANNUNGEN IN STÄBEN
Spannungs-art
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Stab Nr. 1: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 350.0 1 LG2 32.46 327.30 0.10Tau gesamt 0.0 1 LG4 0.77 188.90 0.00Sigma-v 350.0 1 LG2 32.49 327.30 0.10Stab Nr. 2: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 93.0 1 LG2 7.86 327.30 0.02Tau gesamt 93.0 5 LG1 1.13 188.90 0.01Sigma-v 93.0 1 LG2 7.97 327.30 0.02Stab Nr. 4: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 1 LG1 -0.63 327.30 0.00Tau gesamt 5.0 5 LG1 0.00 188.90 0.00Sigma-v 5.0 5 LG1 0.63 327.30 0.00Stab Nr. 5: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 1 LG1 1.55 327.30 0.00Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 5 LG1 1.55 327.30 0.00Stab Nr. 6: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 917.0 9 LG2 89.98 327.30 0.27Tau gesamt 0.0 12 LG4 19.49 188.90 0.10
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 107
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MAX. SPANNUNGEN IN STÄBEN
Spannungs-art
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Sigma-v 917.0 9 LG2 94.29 327.30 0.29Stab Nr. 7: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 1 LG2 -47.59 327.30 0.15Tau gesamt 350.0 4 LG4 13.66 188.90 0.07Sigma-v 0.0 1 LG2 50.79 327.30 0.16Stab Nr. 8: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 90.0 9 LG4 -9.12 327.30 0.03Tau gesamt 90.0 4 LG4 12.11 188.90 0.06Sigma-v 90.0 4 LG4 20.97 327.30 0.06Stab Nr. 9: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 95.0 3 LG2 -7.16 327.30 0.02Tau gesamt 0.0 1 LG4 1.32 188.90 0.01Sigma-v 95.0 3 LG2 7.52 327.30 0.02Stab Nr. 10: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 7 LG2 -14.33 327.30 0.04Tau gesamt 90.0 12 LG2 5.03 188.90 0.03Sigma-v 0.0 9 LG2 16.34 327.30 0.05Stab Nr. 11: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 5.0 1 LG2 0.22 327.30 0.00Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 5.0 1 LG2 0.22 327.30 0.00Stab Nr. 12: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 7 LG2 34.60 327.30 0.11Tau gesamt 0.0 1 LG4 1.00 188.90 0.01Sigma-v 0.0 7 LG2 34.65 327.30 0.11Stab Nr. 13: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 199.0 1 LG4 -15.83 327.30 0.05Tau gesamt 0.0 12 LG2 5.03 188.90 0.03Sigma-v 199.0 15 LG2 17.13 327.30 0.05Stab Nr. 14: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 199.0 1 LG4 -16.38 327.30 0.05Tau gesamt 0.0 1 LG4 0.19 188.90 0.00Sigma-v 199.0 1 LG4 16.39 327.30 0.05Stab Nr. 16: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 1 LG2 -34.21 327.30 0.10Tau gesamt 1375.0 13 LG4 -29.12 188.90 0.15Sigma-v 0.0 9 LG2 60.18 327.30 0.18Stab Nr. 17: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1115.0 9 LG2 179.65 327.30 0.55Tau gesamt 1115.0 13 LG2 23.11 188.90 0.12Sigma-v 1115.0 9 LG2 182.18 327.30 0.56Stab Nr. 18: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1197.0 7 LG2 202.33 327.30 0.62Tau gesamt 0.0 12 LG4 14.65 188.90 0.08Sigma-v 1197.0 7 LG2 202.35 327.30 0.62Stab Nr. 19: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 173.0 11 LG1 -75.58 327.30 0.23Tau gesamt 173.0 3 LG2 21.29 188.90 0.11Sigma-v 173.0 11 LG1 77.71 327.30 0.24Stab Nr. 20: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 9 LG2 209.89 327.30 0.64Tau gesamt 0.0 5 LG2 22.30 188.90 0.12Sigma-v 0.0 9 LG2 211.20 327.30 0.65Stab Nr. 21: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 99.0 1 LG2 61.64 327.30 0.19Tau gesamt 0.0 4 LG2 11.46 188.90 0.06Sigma-v 99.0 1 LG2 63.90 327.30 0.20Stab Nr. 22: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 1 LG2 -19.13 327.30 0.06Tau gesamt 0.0 12 LG4 -12.67 188.90 0.07Sigma-v 0.0 10 LG2 25.05 327.30 0.08Stab Nr. 23: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1400.0 3 LG2 -80.63 327.30 0.25Tau gesamt 0.0 8 LG2 -7.82 188.90 0.04Sigma-v 1400.0 3 LG2 81.01 327.30 0.25
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 108
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MAX. SPANNUNGEN IN STÄBEN
Spannungs-art
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Stab Nr. 24: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 391.0 7 LG2 63.11 327.30 0.19Tau gesamt 0.0 1 LG4 -0.40 188.90 0.00Sigma-v 391.0 7 LG2 63.11 327.30 0.19Stab Nr. 25: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 7 LG2 66.73 327.30 0.20Tau gesamt 0.0 1 LG4 -0.11 188.90 0.00Sigma-v 0.0 7 LG2 66.74 327.30 0.20Stab Nr. 26: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 7 LG2 -21.94 327.30 0.07Tau gesamt 0.0 4 LG4 -12.85 188.90 0.07Sigma-v 0.0 7 LG4 27.55 327.30 0.08Stab Nr. 27: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 99.0 7 LG2 56.22 327.30 0.17Tau gesamt 0.0 4 LG4 -22.84 188.90 0.12Sigma-v 99.0 7 LG2 66.87 327.30 0.20Stab Nr. 28: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 15 LG2 221.04 327.30 0.68Tau gesamt 0.0 3 LG2 -33.31 188.90 0.18Sigma-v 0.0 15 LG2 224.92 327.30 0.69Stab Nr. 29: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1197.0 9 LG2 170.31 327.30 0.52Tau gesamt 0.0 12 LG4 16.55 188.90 0.09Sigma-v 1197.0 9 LG2 170.52 327.30 0.52Stab Nr. 30: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 173.0 2 LG2 95.10 327.30 0.29Tau gesamt 0.0 8 LG1 -17.33 188.90 0.09Sigma-v 173.0 2 LG2 95.11 327.30 0.29Stab Nr. 31: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 184.0 15 LG2 191.19 327.30 0.58Tau gesamt 0.0 12 LG4 -60.89 188.90 0.32Sigma-v 184.0 15 LG4 215.98 327.30 0.66Stab Nr. 32: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 10 LG2 13.77 327.30 0.04Tau gesamt 180.0 8 LG2 46.35 188.90 0.25Sigma-v 180.0 8 LG2 80.57 327.30 0.25Stab Nr. 33: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 7 LG2 98.54 327.30 0.30Tau gesamt 0.0 2 LG2 22.92 188.90 0.12Sigma-v 0.0 7 LG2 105.40 327.30 0.32Stab Nr. 34: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 2080.0 9 LG2 75.92 327.30 0.23Tau gesamt 0.0 8 LG4 -4.30 188.90 0.02Sigma-v 2080.0 9 LG2 76.28 327.30 0.23Stab Nr. 35: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 931.0 15 LG2 124.00 327.30 0.38Tau gesamt 931.0 10 LG2 -13.11 188.90 0.07Sigma-v 931.0 15 LG2 124.85 327.30 0.38Stab Nr. 36: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 1 LG2 -42.41 327.30 0.13Tau gesamt 1015.0 12 LG4 -2.69 188.90 0.01Sigma-v 0.0 15 LG2 42.58 327.30 0.13Stab Nr. 38: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 106.0 1 LG4 23.91 327.30 0.07Tau gesamt 0.0 13 LG2 -12.14 188.90 0.06Sigma-v 106.0 15 LG2 29.82 327.30 0.09Stab Nr. 39: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 199.0 1 LG1 14.56 327.30 0.04Tau gesamt 199.0 5 LG1 1.07 188.90 0.01Sigma-v 199.0 1 LG1 14.56 327.30 0.04Stab Nr. 40: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 9 LG2 22.71 327.30 0.07Tau gesamt 0.0 7 LG2 0.60 188.90 0.00Sigma-v 0.0 9 LG2 22.72 327.30 0.07Stab Nr. 41: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 109
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MAX. SPANNUNGEN IN STÄBEN
Spannungs-art
x-Stelle[mm]
S-PunktNr.
LFNr.
Spannung [N/mm^2]vorh grenz
Aus-nutzung
Sigma gesamt 0.0 11 LG1 -22.02 327.30 0.07Tau gesamt 0.0 2 LG2 -8.12 188.90 0.04Sigma-v 233.0 1 LG2 22.99 327.30 0.07Stab Nr. 42: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 582.0 3 LG1 -7.18 327.30 0.02Tau gesamt 0.0 5 LG2 0.09 188.90 0.00Sigma-v 582.0 3 LG1 7.18 327.30 0.02Stab Nr. 43: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 93.0 9 LG2 -22.75 327.30 0.07Tau gesamt 0.0 12 LG2 -4.36 188.90 0.02Sigma-v 93.0 9 LG2 23.19 327.30 0.07Stab Nr. 44: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 180.0 11 LG1 -15.21 327.30 0.05Tau gesamt 0.0 8 LG2 -11.41 188.90 0.06Sigma-v 0.0 8 LG2 19.78 327.30 0.06Stab Nr. 45: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 5.0 1 LG1 0.36 327.30 0.00Tau gesamt 0.0 1 LG1 0.00 188.90 0.00Sigma-v 5.0 1 LG1 0.36 327.30 0.00Stab Nr. 46: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 90.0 9 LG2 -10.28 327.30 0.03Tau gesamt 0.0 12 LG2 -4.36 188.90 0.02Sigma-v 90.0 9 LG2 11.22 327.30 0.03Stab Nr. 47: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 3 LG1 6.32 327.30 0.02Tau gesamt 95.0 5 LG1 0.50 188.90 0.00Sigma-v 0.0 3 LG1 6.32 327.30 0.02Stab Nr. 48: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 1223.0 7 LG2 42.45 327.30 0.13Tau gesamt 0.0 4 LG4 -3.69 188.90 0.02Sigma-v 1223.0 7 LG2 42.45 327.30 0.13Stab Nr. 49: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 0.0 15 LG2 -19.03 327.30 0.06Tau gesamt 350.0 12 LG4 -4.55 188.90 0.02Sigma-v 0.0 15 LG2 19.50 327.30 0.06Stab Nr. 50: Querschnitt Nr. 1 - QRO 50x2 (EN 10219-2)Sigma gesamt 90.0 7 LG4 -11.40 327.30 0.03Tau gesamt 90.0 12 LG4 -5.71 188.90 0.03Sigma-v 90.0 9 LG4 13.34 327.30 0.04Stab Nr. 52: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 1 LG1 -0.49 327.30 0.00Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 5 LG1 0.49 327.30 0.00Stab Nr. 53: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 1 LG1 0.75 327.30 0.00Tau gesamt 0.0 5 LG1 0.00 188.90 0.00Sigma-v 0.0 5 LG1 0.75 327.30 0.00Stab Nr. 54: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 350.0 3 LG1 -8.55 327.30 0.03Tau gesamt 0.0 5 LG1 0.26 188.90 0.00Sigma-v 350.0 3 LG1 8.55 327.30 0.03Stab Nr. 55: Querschnitt Nr. 2 - 2B 50/50/3Sigma gesamt 0.0 1 LG1 -6.27 327.30 0.02Tau gesamt 93.0 5 LG1 1.00 188.90 0.01Sigma-v 0.0 1 LG1 6.27 327.30 0.02
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 110
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
MASSGEBENDE SCHNITTGRÖSSEN - [SIGMA-V]
Stab-Nr.
x-Stelle[mm]
LFNr.
Kräfte [N]N Q-2 Q-3
Momente [Nmm]M-T M-2 M-3
1 350.0 LG2 19.29 -391.26 -46.15 221.87 -23345.20 173666.902 93.0 LG2 31.06 -391.26 -221.75 221.87 -7191.52 36725.934 5.0 LG1 -188.55 0.00 -0.09 0.00 0.00 0.005 0.0 LG1 465.46 0.00 0.08 0.00 0.00 0.006 917.0 LG2 499.62 -0.88 85.09 152858.00 29595.96 476751.437 0.0 LG2 -61.74 675.59 -175.66 78949.46 61489.58 216726.218 90.0 LG4 -12.61 594.31 0.00 79096.57 -0.42 -51397.909 95.0 LG2 -29.77 390.05 84.17 378.76 -5227.50 -37470.10
10 0.0 LG2 -253.57 -551.49 -183.08 16359.04 0.00 -77236.0011 5.0 LG2 66.40 0.00 0.00 0.00 0.00 0.0012 0.0 LG2 751.36 -593.60 76.27 287.61 -15313.70 -1.956E0513 199.0 LG2 -260.52 -551.60 161.61 16385.42 417.69 82977.0514 199.0 LG4 -53.78 392.16 11.17 55.84 1983.28 -1.161E0516 0.0 LG2 0.00 126.93 -8.10 -2.588E05 48471.11 152858.0017 1115.0 LG2 195.25 -749.88 639.73 161538.01 95153.79 933703.9218 1197.0 LG2 1159.23 -201.83 -20.88 21671.94 -26972.00 1.105E+0619 173.0 LG1 -2940.21 0.00 -2930.37 0.00 -3.832E05 0.0020 0.0 LG2 2298.09 1195.56 -897.65 127929.31 344228.42 863791.5621 99.0 LG2 1572.86 1167.16 226.74 42204.88 -4194.66 -3.214E0522 0.0 LG2 -2.33 1256.45 -96.47 -48237.30 4823.48 104159.6123 1400.0 LG2 -1757.98 -1.35 0.00 -41839.80 392330.81 44391.9024 391.0 LG2 772.87 28.40 -14.13 -113.30 -10711.40 -4.237E0525 0.0 LG2 1607.97 -89.28 -11.34 -29.84 -9018.14 -4.351E0526 0.0 LG4 -15.49 -1202.77 -34.55 -53034.20 1727.35 -1.203E0527 99.0 LG2 1566.79 -1289.74 255.31 -1.397E05 -7051.85 288472.5028 0.0 LG2 2288.85 -1261.34 -854.21 -2.279E05 282050.60 -9.792E0529 1197.0 LG2 721.96 -194.28 40.18 39285.93 5793.28 947972.2330 173.0 LG2 1457.65 1950.24 -1717.80 -4157.53 -2.438E05 -2.977E0531 184.0 LG4 297.49 691.86 27.20 -5.218E05 26889.55 -1.049E0632 180.0 LG2 12.21 2.79 -356.09 406468.72 -21126.70 38783.7033 0.0 LG2 482.37 162.13 153.73 199071.41 -73307.80 488751.9234 2080.0 LG2 356.09 -2.79 12.21 -38783.70 21126.69 406468.7235 931.0 LG2 351.22 526.77 540.54 -81599.30 88454.83 -6.221E0536 0.0 LG2 -141.51 166.77 21.11 -15284.90 0.00 237855.1238 106.0 LG2 119.48 537.73 -248.04 -78708.60 -540.66 -1.237E0539 199.0 LG1 53.11 0.00 -213.34 0.00 -35949.60 0.0040 0.0 LG2 329.00 11.41 -12.26 4649.88 9623.58 115420.9141 233.0 LG2 350.10 -153.51 -153.78 -63444.90 9623.58 100136.0042 582.0 LG1 -609.71 0.00 -14.44 0.00 -12861.40 0.0043 93.0 LG2 -108.27 693.22 -30.82 -2563.95 -14177.30 -1.152E0544 0.0 LG2 12.26 11.41 242.51 -91687.20 -15883.70 4649.8845 5.0 LG1 108.19 0.00 0.00 0.00 0.00 0.0046 90.0 LG2 -128.83 692.86 -34.57 -2616.07 -7066.11 -50281.5047 0.0 LG1 29.38 0.00 -97.62 0.00 15556.44 0.0048 1223.0 LG2 139.40 52.18 -29.33 -2596.00 -8785.51 230716.2249 0.0 LG2 -61.74 358.53 47.10 -12625.30 -16488.50 92924.0950 90.0 LG4 -12.61 738.15 0.00 -12564.60 0.35 -64344.2052 0.0 LG1 -147.39 0.00 0.08 0.00 0.00 0.0053 0.0 LG1 223.68 0.00 0.08 0.00 0.00 0.0054 350.0 LG1 -28.35 0.00 -51.91 0.00 -21151.00 0.0055 0.0 LG1 -13.49 0.00 -199.30 0.00 15556.44 0.00
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 111
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
SPANNUNGSAUSNUTZUNG
Y
Z
X
28.8
18.4
9.9
15.5
0.2
2.4
6.4
0.5
10.6
2.3
55.25
61.8
55.7
23.7
64.5
24.8
19.5
7.7
24.6
19.3
20.4
8.4
20.4
52.1
23.3
68.7
6
29.1
32.266
6.9
13
13
38.1
2.2
7
9.14.4
62.6
7.1
0.1
0.2
3.41.9
4.11.9
0.2
Isometrie STAHL1 - SpannungsanalyseSigma-v
Max = 68.7%
Ingenieurbüro Frank Blasek - Beratender IngenieurAm Kohlhof 10, 27711 Osterholz-Scharmbeck
Tel: 04791/965246-0 - Fax: 04791/965246-2
Projekt: 1010-11 KROFTMAN
KROFTMAN H509
Position: 5
Vorderwand H509 in Achse A
Seite: 112
RSTAB 5.14.582 Räumliche Stabwerke Ing.-Software DLUBAL GmbH www.dlubal.de
Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
sterh
olz-S
charm
beck
Seite: 113 POS. 6 Befestigung der Trapezbleche und Aussteifung in Längsrichtung
Die Aussteifung der Halle in Längsrichtung erfolgt durch die Trapezbleche. Die
Trapezbleche werden alle 230 mm an den Pfetten bzw. den Stützen mit verzinkten
Sechskant-Bohrschrauben DIN7504K-ST4,2x25-K-St-Zn verschraubt. Die Dach-
bleche werden jeweils an der obersten und untersten Pfette doppelt verschraubt.
Zulässige Auszugskraft der Bohrschrauben ST4,2 lt. Zulassung ETA-10/0200:1,4 kN
Erforderliche Sogverankerung (kritisch ist Zone F):
=> (H509, Zone F, cpe = -1,14): w = -0,81 kN/m2
Schraubenabstand in Längsrichtung: 0,25 m => 4 Schrauben je Meter Schraubenabstand in Querrichtung: 0,23 m => 4,3 Schrauben je Meter => je m2 sind 4,3 x 4 = 17 Schrauben vorhanden 0,81 kN / 1,40 kN = 0,58 < 17 => Anzahl Schrauben ist ausreichend
Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
sterh
olz-S
charm
beck
Seite: 114 POS. 7 Fundament und Befestigung mit Bolzenankern M12-85/180 (9,5 kN) Streifenfundament b = 30, h = 40 => Die Gründung muss frostsicher auf gewachsenem Boden erfolgen!!! a) Größte abhebende Kraft auf Fundament:
H509, Knoten 5, LG2 (vgl. S. 36) => FZ = +2,0 kN
=> 9,5 kN > 2,0 kN => Bolzenanker M12 ist ausreichend bemessen
=> abhebende Linienlast: 2,0 kN / 1,508 m => f´Z = 1,3 kN/m
Fundamentgewicht: 0,3m x 0,4m x 25 kN/m3 => g´ = 3,0 kN/m
3,0 > 1,3 => Sicherheit gegen Abheben ausreichend
b) Größte Druckkraft auf Fundament:
H509, Knoten 27, LG1 (vgl. S. 36) => FZ = -8,3 kN
=> Linienlast für Bodenpressung: -8,3 kN / 1,508 m => f´Z = -5,5 kN/m
Bodenpressung: 5,5 kN/m / 0,3 m + 3,0 kN/m2 => σB = 21,3 kN/m2
21,3 kN/m2 < 150 kN/m2 => Sicherheit Bodenpressung ausreichend
Projekt Nr.: 1010-11
Ingenieurbüro
Frank B
lasek •• •• B
eratender Ingenieur •• •• A
m K
ohlhof 10 •• •• D
-27711 O
sterh
olz-S
charm
beck
Seite: 115
5. Zusammenfassung der Berechnungsergebnisse
• Die vorstehende statische Berechnung hat ergeben, dass die Hallentypenreihe
H509 ausreichend bemessen ist, um:
- in den Gebieten der Windzone 3 (qref = 0,71 kN/m2) sowie
- in den Gebieten der Schneezone 3 (h < 325 m ü.NN, sk = 1,40 kN/m2)
errichtet werden zu können.
• Die Spannungsausnutzung der Hallentragrahmen beträgt 98%.
Aufgestellt, Seiten 1 bis 115 27711 Osterholz-Scharmbeck, 23. Februar 2011
Frank Blasek
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