balok & fondasi

8/16/2019 BALOK & FONDASI

1/984

1 Beam Result analisysBeam B1 (200 x 400)

Maximum ForceMomen (M+) = 9,340 kg.mMomen (M-) = 4,215 kg.mShear (Vu1) = 5,710 kg (at mi -!"an)Shear (Vu2) = #,157 kg (at en -!"an)

$ = %eam &i th 0.20 m = 7.#7 in'hh = $eam e"th 0.40 m = 15.75 in'h

= 'on'rete 'o er 0.03 m = 1.1# in'h = e**e'ti e $eam &i th 0.37 m = 14.57 in'h

*' = on'rete Strength e!ign 25 (M a) = 355 "!i*/ = ie Strength o* re$ar 400 (M a) = 5 #93 "!i

Flexural Reinforcement Calculation- Positive Momen

Mu = 9,340 kgm = #11 ki"! in'h = 0.9

u = Mu

= #10 73.#9

= 539.11 "!i0.9 7.#7 14.57 2

= 0.#5 *'

1 - 1 - 2 u

= 0.0105*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.01052 0.0204# --8 ok

e$ar !i e, = 13 mm :! re; = = 0.0105 200 370

= 77# :! "ro i e = n < 0.25 < > = 0.25 13>

= 79= :! "ro i e 6 ($ ) = 79 6 (200 370)= 0.010# ?ma OK !

$ 2

ρ re;

ρ min

ρ $ @1 @1

ρ ma 0.75 ρ $A!e ρ re;

ρ < $ < mm2

mm2

ρ "ro i e


2/984

- Ne ative MomenMu = 4,215 kgm = 3 ki"! in'h

= 0.9

u = Mu

= 3 5#44.#0

= 243.29 "!i0.9 7.#7 14.57 2

= 0.#5 *'

1 - 1 - 2 u

= 0.0045*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.0044 0.0204# --8 ok

e$ar !i e, = 4 13 mm :! re; = = 0.0045 200 370

= 330 :! "ro i e = n < 0.25 < > = 4 0.25 13>

= 531= :! "ro i e 6 ($ ) = 531 6 (200 370)= 0.0072 ?ma OK !

!"ear Reinforcement Calculation- #t Mi$-!%an

:'tua Shear Vu = 5,710 kge u'tion *a'tor φ = 0.ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 3700 kge$ar !hear "ro i e = = 2009.9 kg

V! = 3349.#3 kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 20# mmma imum re$ar !"a'ing S-ma = 62 = 1#5 mmu!e re$ar S = 10 - 150

- #t &n$-!%an :'tua Shear Vu = #,157 kg

e u'tion *a'tor φ = 0.ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 3700 kge$ar !hear "ro i e = = 4457 kg

V! = 742#.33 kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 94 mmma imum re$ar !"a'ing S-ma = 62 = 1#5 mm

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e

φV'φV! Vu - φ B V'

: B * / B 6 V!


: B * / B 6 V!


3/984

u!e re$ar S = 10 - 100


4/984


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10/984

1 Beam Result analisysBeam B1 (200 x ' 0)

Maximum ForceMomen (M+) = 7,075 kg.mMomen (M-) = 5,272 kg.mShear (Vu1) = ,542 kg (at mi -!"an)Shear (Vu2) = 9,345 kg (at en -!"an)





Mu = 7,075 kgm = 14 ki"! in'h = 0.9

u = Mu

= 140#1.13

= 40#.37 "!i0.9 7.#7 14.57 2

= 0.#5 *'

1 - 1 - 2 u

= 0.0077*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.00774 0.0204# --8 ok

e$ar !i e, = 13 mm :! re; = = 0.0077 200 370

= 573 :! "ro i e = n < 0.25 < > = 0.25 13>

= 79= :! "ro i e 6 ($ ) = 79 6 (200 370)= 0.010# ?ma OK !

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


11/984

- Ne ative MomenMu = 5,272 kgm = 45# ki"! in'h

= 0.9

u = Mu

= 4575##.09

= 304.30 "!i0.9 7.#7 14.57 2

= 0.#5 *'

1 - 1 - 2 u

= 0.005*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.005 5 0.0204# --8 ok

e$ar !i e, = 4 13 mm :! re; = = 0.005 200 370

= 41# :! "ro i e = n < 0.25 < > = 4 0.25 13>

= 531= :! "ro i e 6 ($ ) = 531 6 (200 370)= 0.0072 ?ma OK !


:'tua Shear Vu = ,542 kge u'tion *a'tor φ = 0.ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 3700 kge$ar !hear "ro i e = = 2#41.5 kg

V! = 4735.#3 kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 147 mmma imum re$ar !"a'ing S-ma = 62 = 1#5 mmu!e re$ar S = 10 - 100

- #t &n$-!%an :'tua Shear Vu = 9,345 kg

e u'tion *a'tor φ = 0.ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 3700 kge$ar !hear "ro i e = = 5 45 kg

V! = 940#.33 kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 74 mmma imum re$ar !"a'ing S-ma = 62 = 1#5 mm

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


: B * / B 6 V!


: B * / B 6 V!


12/984

u!e re$ar S = 10 - 200


13/984


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Maximum ForceMomen (M+) = 12,#00 kg.mMomen (M-) = 14,419 kg.mShear (Vu1) = 13,245 kg (at mi -!"an)Shear (Vu2) = 1#,922 kg (at en -!"an)

$ = %eam &i th 0.20 m = 7.#7 in'hh = $eam e"th 0.50 m = 19. # in'h

= 'on'rete 'o er 0.03 m = 1.1# in'h = e**e'ti e $eam &i th 0.47 m = 1#.50 in'h



Mu = 12,#00 kgm = 1,111 ki"! in'h = 0.9

u = Mu

= 11109#7.77

= 457.#7 "!i0.9 7.#7 1#.5 2

= 0.#5 *'

1 - 1 - 2 u

= 0.00##*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.00#77 0.0204# --8 ok

e$ar !i e, = 5 1 mm :! re; = = 0.00## 200 470

= #25 :! "ro i e = n < 0.25 < > = 5 0.25 1 >

= 1005= :! "ro i e 6 ($ ) = 1005 6 (200 470)= 0.0107 ?ma OK !

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


20/984


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u!e re$ar S = 12 - 200


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1 Beam Result analisysBeam B1 (1 0 x 200)

Maximum ForceMomen (M+) = 2,700 kg.mMomen (M-) = 2,300 kg.mShear (Vu1) = ,923 kg (at mi -!"an)Shear (Vu2) = 9,#90 kg (at en -!"an)

$ = %eam &i th 0.15 m = 5.91 in'hh = $eam e"th 0.20 m = 7.#7 in'h

= 'on'rete 'o er 0.03 m = 1.1# in'h = e**e'ti e $eam &i th 0.17 m = . 9 in'h



Mu = 2,700 kgm = 234 ki"! in'h = 0.9

u = Mu

= 23434#.9#

= 9#4.32 "!i0.9 5.91 . 9 2

= 0.#5 *'

1 - 1 - 2 u

= 0.021#*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.0217 8 0.0204# --8 'hange imention

e$ar !i e, = 5 13 mm :! re; = = 0.021# 150 170

= 555 :! "ro i e = n < 0.25 < > = 5 0.25 13>

= 4= :! "ro i e 6 ($ ) = 4 6 (150 170)= 0.02 0 8 ?ma FAIL !

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


29/984


= 0.9

u = Mu

= 199 30. 1

= #3#.50 "!i0.9 5.91 . 9 2

= 0.#5 *'

1 - 1 - 2 u

= 0.0177*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.017 # 0.0204# --8 ok

e$ar !i e, = 7 13 mm :! re; = = 0.0177 150 170

= 451 :! "ro i e = n < 0.25 < > = 7 0.25 13>

= 929= :! "ro i e 6 ($ ) = 929 6 (150 170)= 0.03 4 8 ?ma FAIL !


:'tua Shear Vu = ,923 kge u'tion *a'tor φ = 0.ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 1275 kge$ar !hear "ro i e = = 5 4# kg

V! = 9413.33 kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 34 mmma imum re$ar !"a'ing S-ma = 62 = #5 mmu!e re$ar S = 10 - 200

- #t &n$-!%an :'tua Shear Vu = 9,#90 kg

e u'tion *a'tor φ = 0.ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 1275 kge$ar !hear "ro i e = = # 15 kg

V! = 1435# kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 22 mmma imum re$ar !"a'ing S-ma = 62 = #5 mm

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


: B * / B 6 V!


: B * / B 6 V!


30/984

u!e re$ar S = 10 - 200

' ' Foun$ation- Foun$ation - 1

*+M&N!+,N ,F F, N*#.+,N

h" = 'o umn height *rom DE 0.20 mh1 = Footing thi'kne!! 0.20 mh2 = Soi 'o er e"th 1.10 mh* = h1 + h2 1.30 m

= o umn &i th in - ire'tion 0.40 m 15.75 in'h$ = o umn &i th in / - ire'tion 0.40 m 15.75 in'hE = Footing &i th in - ire'tion 1.00 m 39.37 in'h% = Footing &i th in / - ire'tion 1.00 m 39.37 in'h

= 'on'rete 'o er 0.05 m 1.97 in'h = e*e'ti e &i th = h- -0.5 0.144 m 5. 7 in'h

M#.&R+#/ PR,P&R.+&!!tren t" $esi n*' = on'rete Strength e!ign 25 (M a) 355 "!i*/ = ie Strength o* Stee 400 (M a) 5 #93 "!i

G-S H = Gum$er o* $ o&! 43 ( ata etro!o %I-04); a = J BG64B((%+1)6%) 2 13.#0

( KK = K+K.KK (K/K) < K.KK ) 13#000*ensity

= Soi en!it/ 1900= on'rete en!it/ 2400

kg6'm2kg6m2

γ ! kg6m3γ ' kg6m3

E

$ %

h1

F.D.E

h2h*

F F/

h"

M

E

$ %

h1

F.D.E

h2h*

F F/

h"

M


31/984

1 C &C !,+/ BR+N C#P#C+.3

= Vertika Eoa = 29544 kgM = Momen = 2115 kg.m

.otal erti5al /oa$F/ = Verti'a oa = = 29,544K* = ate *oun ation &eight = (1 1 0.2 )+(0.4 0.4 1.1) 2400 = 902K! = Soi 'o er &eight = L(1 1)-(0.4 0.4) 1.1 1900 = 1,75 +Po = '2202 kg

:* = % E = 1.00 1.00 = 1.00 m>K = = 16 1.00 1.00 = 0.17 mN

= ( o6:*) + (M 6K )= (32,202 6 1.00) + (211560.17)= 44#92 kg6m> = 44.#9 ton6m>

= ( o6:*) - (M 6K )= (32,202 6 1.00) - (211560.17)= 19512 kg6m> = 19.51 ton6m>

Status : 44#92 kg6m> ;(a ) = 13#000 kg6m> OK !

2 C &C !/+*+N R#.+,F/ = Vertika Eoa = 22275 kg

= Iori onta Eoa = 174# kg

.otal erti5al /oa$F/ = Verti'a oa = = 22,275K* = ate *oun ation &eight = (1 1 0.2 )+(0.4 0.4 1.1) 2400 = 902K! = Soi 'o er &eight = L(1 1)-(0.4 0.4) 1.1 1900 = 1,75 +Po = 246'' kg

I! = S i ing For'e = F = 174# kgtg O = !ur*a'e 'oe**e'ient = 0.35Ir = e!i!tan'e *or'e again!t ! i ing = o < tg O = 11271 kgSF = Ir 6 I! = 11271 6 174# = .45

Status : .45 8 2 OK !

' C &C , &R . RN+N R#.+,F/ = Vertika Eoa = 22275 kgF = Iori onta Eoa = 174# kg

= Momen = 2232 kg.m

.otal erti5al /oa$F/ = Verti'a oa = = 22,275K* = ate *oun ation &eight = (1 1 0.2 )+(0.4 0.4 1.1) 2400 = 902

F/ (ma )

16 %.E²

; !(ma )

; !(min)

F (ma )

M (ma )


32/984

K! = Soi 'o er &eight = L(1 1)-(0.4 0.4) 1.1 1900 = 1,75 +Po = 246'' kg

= ( o 0.5 E)= 24933 0.50 = 124 7 kgm

Mo = F (I"+I*) + M= 174# 1.50 + 2232 = 4#54 kgm = 2.57 8 2 OK !

4 ,ne-7ay !"ear C"ec5

ltimate Force at Footin Short ire'tionVu = ;! < % < = ;! < % < (0.5E - 0.5 - )

= 44#92.1 < 1 < (0.5


33/984

.8o-7ay !"ear C"ec5

ltimate Force at Footin Vu = ;! L:* - ( + )


34/984

Mu = 0.5 ;! E ((%-$)62)> = 0.5 < 44#92.1 < 1 ((1-0.4)62)>= 2,020 kgm = 175 ki"! in'h

$ = ! a$ &i th = 1.00 m = 39.37 in'h = 0.9

u = Mu

= 175340.30

= 0.15 "!i0.9 39.37 5. 7 2

= 0.#5 *' 1 - 1 - 2 u*/ 0.#5 *'

= 0.#5 355 1 - 1 - 2 0.15 = 0.00275 #93 0.#5 355

= 0.001# (ACI 7.12.2)

8 Fin ?ma Q? re; R0.0027 8 0.001#

= 0.#5 *' #7000 = 0.#5*/ #7000+*/

= 0.#5 355

0.#5 #7000

= 0.02735 #93 #7000+5 #93

= = 0.75 0.0273= 0.0204#

= 0.00271 0.0204# --8 ok

Reinforcement Bar ρ = 0.0027

e$ar !i e, = 12 mm

S"a'e = 150 mme$ar no!, n = 7 no!

:! re; = = 0.0027 1000 144= 390

:! "ro i e = n < 0.25 < > = 7 0.25 12>= 792= :! "ro i e 6 ($ ) = 792 6 (1000 144)= 0.0055 ?ma OK !

$ 2

ρ re;

ρ min

ρ re; ρ min

ρ $ @1 @1

ρ ma 0.75 ρ $

A!e ρ re;

ρ < $ < mm2

mm2

ρ "ro i e


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%earing a"a'it/Soi "arameter a''or ing to Me/erho** $a!e on S H( ata etro!o %I-04)

= 1. 5 m% = 2.2 m

G = 30 G-!"t

J = 1+0.33 ( 6%) 1.33 1.2475

;a = J BG64B((%+1)6%) 2 19.79504 k!* 9 .3#20 t6m2


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1 Beam Result analisysBeam B1 (200 x 4 0)

Maximum ForceMomen (M+) = 7,075 kg.mMomen (M-) = 5,272 kg.mShear (Vu1) = ,542 kg (at mi -!"an)Shear (Vu2) = 9,345 kg (at en -!"an)


= 'on'rete 'o er 0.03 m = 1.1# in'h = e**e'ti e $eam &i th 0.42 m = 1 .54 in'h



Mu = 7,075 kgm = 14 ki"! in'h = 0.9

u = Mu

= 140#1.13

= 31 .93 "!i0.9 7.#7 1 .54 2

= 0.#5 *'

1 - 1 - 2 u

= 0.0059*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.0059 0.0204# --8 ok

e$ar !i e, = 13 mm :! re; = = 0.0059 200 420

= 495 :! "ro i e = n < 0.25 < > = 0.25 13>

= 79= :! "ro i e 6 ($ ) = 79 6 (200 420)= 0.0095 ?ma OK !

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


53/984

- Ne ative MomenMu = 5,272 kgm = 45# ki"! in'h

= 0.9

u = Mu

= 4575##.09

= 23 .1 "!i0.9 7.#7 1 .54 2

= 0.#5 *'

1 - 1 - 2 u

= 0.0043*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.00433 0.0204# --8 ok

e$ar !i e, = 4 13 mm :! re; = = 0.0043 200 420

= 3 3 :! "ro i e = n < 0.25 < > = 4 0.25 13>

= 531= :! "ro i e 6 ($ ) = 531 6 (200 420)= 0.00 3 ?ma OK !


:'tua Shear Vu = ,542 kge u'tion *a'tor φ = 0.ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 4200 kge$ar !hear "ro i e = = 2341.5 kg

V! = 3902.5 kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 203 mmma imum re$ar !"a'ing S-ma = 62 = 210 mmu!e re$ar S = 10 - 100

- #t &n$-!%an :'tua Shear Vu = 9,345 kg

e u'tion *a'tor φ = 0.7ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 4200 kge$ar !hear "ro i e = = 5145 kg

V! = #575 kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 92 mmma imum re$ar !"a'ing S-ma = 62 = 210 mm

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


: B * / B 6 V!


: B * / B 6 V!


54/984

u!e re$ar S = 10 - 200


55/984


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1 Beam Result analisysBeam .B1 (200 x 400)

Maximum ForceMomen (M+) = 2,700 kg.mMomen (M-) = 2,300 kg.mShear (Vu1) = #,97 kg (at mi -!"an)Shear (Vu2) = 12,#23 kg (at en -!"an)





Mu = 2,700 kgm = 234 ki"! in'h = 0.9

u = Mu

= 23434#.9#

= 155.#4 "!i0.9 7.#7 14.57 2

= 0.#5 *'

1 - 1 - 2 u

= 0.002#*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.0035 0.0204# --8 ok

e$ar !i e, = 13 mm :! re; = = 0.0035 200 370

= 259 :! "ro i e = n < 0.25 < > = 0.25 13>

= 79= :! "ro i e 6 ($ ) = 79 6 (200 370)= 0.010# ?ma OK !

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


62/984


= 0.9

u = Mu

= 199 30. 1

= 132.7 "!i0.9 7.#7 14.57 2

= 0.#5 *'

1 - 1 - 2 u

= 0.0024*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.0035 0.0204# --8 ok

e$ar !i e, = 7 13 mm :! re; = = 0.0035 200 370

= 259 :! "ro i e = n < 0.25 < > = 7 0.25 13>

= 929= :! "ro i e 6 ($ ) = 929 6 (200 370)= 0.012 ?ma OK !


:'tua Shear Vu = #,97 kge u'tion *a'tor φ = 0.ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 3700 kge$ar !hear "ro i e = = 5275.#9 kg

V! = #793.15 kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 79 mmma imum re$ar !"a'ing S-ma = 62 = 1#5 mmu!e re$ar S = 10 - 200


e u'tion *a'tor φ = 0.ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 3700 kge$ar !hear "ro i e = = 9122.7 kg

V! = 15204.5 kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 4 mmma imum re$ar !"a'ing S-ma = 62 = 1#5 mm

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


: B * / B 6 V!


: B * / B 6 V!


63/984

u!e re$ar S = 10 - 200


64/984


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1 Beam Result analisysBeam B1 (200 x ' 0)


$ = %eam &i th 0.20 m = 7.#7 in'hh = $eam e"th 0.35 m = 13.7# in'h

= 'on'rete 'o er 0.03 m = 1.1# in'h = e**e'ti e $eam &i th 0.32 m = 12. 0 in'h



Mu = 2,700 kgm = 234 ki"! in'h = 0.9

u = Mu

= 23434#.9#

= 20#.35 "!i0.9 7.#7 12. 2

= 0.#5 *'

1 - 1 - 2 u

= 0.003#*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.003# 0.0204# --8 ok

e$ar !i e, = 13 mm :! re; = = 0.003# 200 320

= 243 :! "ro i e = n < 0.25 < > = 0.25 13>

= 79= :! "ro i e 6 ($ ) = 79 6 (200 320)= 0.0124 ?ma OK !

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


71/984


= 0.9

u = Mu

= 199 30. 1

= 177.4# "!i0.9 7.#7 12. 2

= 0.#5 *'

1 - 1 - 2 u

= 0.0032*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.0035 0.0204# --8 ok

e$ar !i e, = 7 13 mm :! re; = = 0.0035 200 320

= 224 :! "ro i e = n < 0.25 < > = 7 0.25 13>

= 929= :! "ro i e 6 ($ ) = 929 6 (200 320)= 0.0145 ?ma OK !



V! = 9 2 .4# kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 3 mmma imum re$ar !"a'ing S-ma = 62 = 1 0 mmu!e re$ar S = 10 - 200


e u'tion *a'tor φ = 0.ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 3200 kge$ar !hear "ro i e = = 9 22.7 kg

V! = 1 03# kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 3# mmma imum re$ar !"a'ing S-ma = 62 = 1 0 mm

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


: B * / B 6 V!


: B * / B 6 V!


72/984


73/984


74/984


75/984


76/984







Mu = 2,700 kgm = 234 ki"! in'h = 0.9

u = Mu

= 23434#.9#

= 155.#4 "!i0.9 7.#7 14.57 2

= 0.#5 *'

1 - 1 - 2 u

= 0.002#*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.0035 0.0204# --8 ok

e$ar !i e, = 13 mm :! re; = = 0.0035 200 370

= 259 :! "ro i e = n < 0.25 < > = 0.25 13>

= 79= :! "ro i e 6 ($ ) = 79 6 (200 370)= 0.010# ?ma OK !

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


77/984


= 0.9

u = Mu

= 199 30. 1

= 132.7 "!i0.9 7.#7 14.57 2

= 0.#5 *'

1 - 1 - 2 u

= 0.0024*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.0035 0.0204# --8 ok

e$ar !i e, = 7 13 mm :! re; = = 0.0035 200 370

= 259 :! "ro i e = n < 0.25 < > = 7 0.25 13>

= 929= :! "ro i e 6 ($ ) = 929 6 (200 370)= 0.012 ?ma OK !



V! = #793.15 kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 79 mmma imum re$ar !"a'ing S-ma = 62 = 1#5 mmu!e re$ar S = 10 - 200


e u'tion *a'tor φ = 0.ie !trength o* re$ar */ = 2400 kg6'm2on'rete !hear 'a"a'it/ = 0. B (C *' ) 6 B $ B = 3700 kge$ar !hear "ro i e = = 9122.7 kg

V! = 15204.5 kg (need stirrup)re$ar u!e = 2 10 --8 : = 7#.5 mm2re$ar !"a'ing re;uire S = = 4 mmma imum re$ar !"a'ing S-ma = 62 = 1#5 mm

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


: B * / B 6 V!


: B * / B 6 V!


78/984

u!e re$ar S = 10 - 200


79/984


80/984


81/984


82/984

1 Beam Result analisysBeam B1 (1 0 x 200)


$ = %eam &i th 0.15 m = 5.91 in'hh = $eam e"th 0.20 m = 7.#7 in'h

= 'on'rete 'o er 0.03 m = 1.1# in'h = e**e'ti e $eam &i th 0.17 m = . 9 in'h



Mu = 2,700 kgm = 234 ki"! in'h = 0.9

u = Mu

= 23434#.9#

= 9#4.32 "!i0.9 5.91 . 9 2

= 0.#5 *'

1 - 1 - 2 u

= 0.021#*/ 0.#5 *'

= 1.46*/ = 0.0035

= 0.#5 *' #7000

= 0.0273 = 0.#5

*/ #7000+*/= = 0.0204#= 0.0217 8 0.0204# --8 'hange imention

e$ar !i e, = 13 mm :! re; = = 0.021# 150 170

= 555 :! "ro i e = n < 0.25 < > = 0.25 13>

= 79= :! "ro i e 6 ($ ) = 79 6 (150 170)= 0.0312 8 ?ma FAIL !

$ 2

ρ re;

ρ min

ρ $ @1 @1


ρ < $ < mm2

mm2

ρ "ro i e


83/984


84/984

u!e re$ar S = 10 - 200


85/984


86/984


87/984


88/984

' ' Foun$ation- Foun$ation - 1

*+M&N!+,N ,F F, N*#.+,N

h" = 'o umn height *rom DE 0.20 mh1 = Footing thi'kne!! 0.20 mh2 = Soi 'o er e"th 1.10 mh* = h1 + h2 1.30 m

= o umn &i th in - ire'tion 0.40 m 15.75 in'h$ = o umn &i th in / - ire'tion 0.40 m 15.75 in'hE = Footing &i th in - ire'tion 1.00 m 39.37 in'h% = Footing &i th in / - ire'tion 1.00 m 39.37 in'h

= 'on'rete 'o er 0.05 m 1.97 in'h = e*e'ti e &i th = h- -0.5 0.144 m 5. 7 in'h

M#.&R+#/ PR,P&R.+&!

!tren t" $esi n*' = on'rete Strength e!ign 25 (M a) 355 "!i*/ = ie Strength o* Stee 400 (M a) 5 #93 "!i

G-S H = Gum$er o* $ o&! 43 ( ata etro!o %I-04); a = J BG64B((%+1)6%) 2 13.#0

( KK = K+K.KK (K/K) < K.KK ) 13#000*ensity

= Soi en!it/ 1900= on'rete en!it/ 2400

kg6'm2kg6m2

γ ! kg6m3

γ ' kg6m3

E

$ %

h1

F.D.E

h2h*

F F/

h"

M

E

$ %

h1

F.D.E

h2h*

F F/

h"

M


89/984


90/984

Mo = F (I"+I*) + M= 174# 1.50 + 2232 = 4#54 kgm = 2.57 8 2 OK !

4 ,ne-7ay !"ear C"ec5

ltimate Force at Footin Short ire'tionVu = ;! < % < = ;! < % < (0.5E - 0.5 - )

= 44#92.1 < 1 < (0.5


91/984

.8o-7ay !"ear C"ec5

ltimate Force at Footin Vu = ;! L:* - ( + )


92/984

u = Mu = 175340.30 = 0.15 "!i0.9 39.37 5. 7 2

= 0.#5 *' 1 - 1 - 2 u*/ 0.#5 *'

= 0.#5 355 1 - 1 - 2 0.15

= 0.00275 #93 0.#5 355

= 0.001# (ACI 7.12.2)

8 Fin ?ma Q? re; R0.0027 8 0.001#

= 0.#5 *' #7000 = 0.#5*/ #7000+*/

= 0.#5 355 0.#5 #7000

= 0.02735 #93 #7000+5 #93

= = 0.75 0.0273= 0.0204#

= 0.00271 0.0204# --8 ok

Reinforcement Bar ρ = 0.0027

e$ar !i e, = 12 mmS"a'e = 150 mm

e$ar no!, n = 7 no!

:! re; = = 0.0027 1000 144= 390

:! "ro i e = n < 0.25 < > = 7 0.25 12>= 792= :! "ro i e 6 ($ ) = 792 6 (1000 144)= 0.0055 ?ma OK !

$ 2

ρ re;

ρ min

ρ re; ρ min

ρ $ @1 @1

ρ ma 0.75 ρ $

A!e ρ re;

ρ < $ < mm2

mm2

ρ "ro i e


93/984


94/984

%earing a"a'it/

Soi "arameter a''or ing to Me/erho** $a!e on S H( ata etro!o %I-04)

= 1. 5 m% = 2.2 m

G = 30 G-!"t

J = 1+0.33 ( 6%) 1.33 1.2475

;a = J BG64B((%+1)6%) 2 19.79504 k!* 9 .3#20 t6m2


95/984


96/984


97/984


98/984


99/984


100/984

%eam E6 Se'tion : ia For' Shear- k Shear- k Hor!ion kG Moment-12 0 0 93.452 0 2.031 012 0 0 93.174 0 -0. 01 019 0 0 91.913 0 -0.## 021 0 0 91.422 0 -0.79 019 0 0 90.#49 0 2.25 021 0 0 90.09 0 2.2#4 0

15 0 0 #9.33 0 2.153 015 0 0 #9.057 0 -0.#57 00.0#3 0 ##.04 0 2.031 00.0#3 0 #7.7 2 0 -0. 01 0

17 0 0 #7.421 0 -0.55# 014 0 0 #7.279 0 2.105 013 0 0 #7.035 0 2.397 017 0 0 # .#04 0 2.2 # 013 0 0 # .7 3 0 -0.71# 0

0.0#3 0 # .595 0 -0.## 014 0 0 # .11# 0 -0.747 0

0.0#3 0 # .104 0 -0.79 00.0#3 0 #5.531 0 2.25 00.0#3 0 #4.771 0 2.2#4 0

1 0 0 #4.747 0 2.22 01 0 0 #4.4#2 0 -0.44# 0

0.0#3 0 #4.017 0 2.153 01# 0 0 #3.993 0 2.0#9 0

0.0#3 0 #3.739 0 -0.#57 020 0 0 #3.234 0 2.124 01# 0 0 #2.117 0 -0.514 0

0.0#3 0 #2.102 0 -0.55# 00.0#3 0 #1.9 0 2.105 0

0.0#3 0 #1.717 0 2.397 020 0 0 #1. 2 0 -0.425 00.0#3 0 #1.4# 0 2.2 # 00.0#3 0 #1.445 0 -0.71# 00.0#3 0 #0.# 0 -0.747 00.0#3 0 79.429 0 2.22 00.0#3 0 79.1 3 0 -0.44# 00.0#3 0 7#. 75 0 2.0#9 00.0#3 0 77.915 0 2.124 00.0#3 0 7 .799 0 -0.514 00.0#3 0 7 .30# 0 -0.425 00.1 7 0 7 .04# 0 2.031 0

0.1 7 0 75.77 0 -0. 01 00.1 7 0 75.353 0 -0.## 00.1 7 0 74.# 2 0 -0.79 0

22 0 0 74.312 0 1.## 00.1 7 0 74.2#9 0 2.25 0

22 0 0 74.0#4 0 -0.5 3 00.1 7 0 73.529 0 2.2#4 00.1 7 0 72.775 0 2.153 00.1 7 0 72.497 0 -0.#57 00.1 7 0 70.# 0 -0.55# 00.1 7 0 70.719 0 2.105 00.1 7 0 70.475 0 2.397 00.1 7 0 70.244 0 2.2 # 00.1 7 0 70.203 0 -0.71# 00.0#3 0 9.#54 0 1.## 0


101/984

0.0#3 0 9. 2 0 -0.5 3 00.1 7 0 9.55# 0 -0.747 00.1 7 0 #.1#7 0 2.22 00.1 7 0 7.921 0 -0.44# 00.1 7 0 7.433 0 2.0#9 0

11 0 0 .#4 0 1. 19 00.1 7 0 . 73 0 2.124 0

11 0 0 . 2 0 -0.4#2 00.1 7 0 5.557 0 -0.514 00.1 7 0 5.0 0 -0.425 0

0.25 0 4.99 0 2.031 00.25 0 4.957 0 -0.## 00.25 0 4.71# 0 -0. 01 00.25 0 4.4 0 -0.79 00.25 0 3.#93 0 2.25 00.25 0 3.134 0 2.2#4 0

0.0#3 0 2.49# 0 1. 19 00.25 0 2.3# 0 2.153 0

0.0#3 0 2.27# 0 -0.4#2 00.25 0 2.101 0 -0.#57 0

12 0 0 0.79 0 -1.09# 00.25 0 0.4 5 0 -0.55# 00.25 0 0.323 0 2.105 0

0.1 7 0 0.27# 0 1.## 00.25 0 0.079 0 2.397 0

0.1 7 0 0.049 0 -0.5 3 015 0 0 0.007 0 -0.943 0

0.25 0 59.#4# 0 2.2 # 00.25 0 59.#07 0 -0.71# 0

19 0 0 59.5#3 0 -0.742 0

19 0 0 59.47 0 -2.019 00.25 0 59.1 2 0 -0.747 014 0 0 59.145 0 -1.12 021 0 0 5#.357 0 -0.752 021 0 0 5#.113 0 -1.59 0

0.25 0 57.791 0 2.22 00.25 0 57.52 0 -0.44# 0

13 0 0 57.4#1 0 -1.115 00.25 0 57.037 0 2.0#9 0

1# 0 0 5 .70# 0 -1.35 00.25 0 5 .27# 0 2.124 0

17 0 0 55.92 0 -0.977 0

0.0#3 0 55.#54 0 -1.09# 020 0 0 55.4#2 0 -1.3 1 00.25 0 55.1 1 0 -0.514 0

0.0#3 0 55.112 0 -0.943 01 0 0 55.05# 0 -1.159 0

0.0#3 0 54. #7 0 -0.742 00.25 0 54. 7 0 -0.425 0

0.0#3 0 54.25 0 -1.12 00.1 7 0 53.79 0 1. 19 00.1 7 0 53.57 0 -0.4#2 00.0#3 0 53.4 1 0 -0.752 00.333 0 52.# 9 0 -0.## 00.0#3 0 52.5#5 0 -1.115 00.333 0 52.37# 0 -0.79 00.333 0 52.0 4 0 2.031 0


102/984

0.0#3 0 51.#13 0 -1.35 00.333 0 51.#05 0 2.25 00.333 0 51.7# 0 -0. 01 0

0.25 0 51.432 0 1.## 019 0 0 51.25 0 1.3#4 0

0.25 0 51.204 0 -0.5 3 00.333 0 51.045 0 2.2#4 0

0.0#3 0 51.025 0 -0.977 00.0#3 0 50.##7 0 -2.019 00.0#3 0 50.5#7 0 -1.3 1 00.333 0 50.291 0 2.153 00.0#3 0 50.1 3 0 -1.159 0

21 0 0 50.042 0 1.25# 00.333 0 50.013 0 -0.#57 00.0#3 0 49.53 0 -1.59 00.0#3 0 49.3 3 0 1.3#4 0

22 0 0 4#.#24 0 -0.921 00.1 7 0 4#. 51 0 -2.019 00.333 0 4#.37 0 -0.55# 00.333 0 4#.235 0 2.105 00.0#3 0 4#.155 0 1.25# 00.333 0 47.991 0 2.397 00.333 0 47.7 0 2.2 # 00.333 0 47.719 0 -0.71# 00.1 7 0 47. 22 0 -1.09# 00.1 7 0 47.294 0 -1.59 00.1 7 0 47.255 0 -0.943 00.333 0 47.074 0 -0.747 00.1 7 0 4 .#3 0 -0.742 00.1 7 0 4 .7## 0 1.3#4 0

0.1 7 0 4 .393 0 -1.12 00.25 0 45.71 0 1. 19 00.333 0 45.703 0 2.22 00.1 7 0 45. 04 0 -0.752 00.1 7 0 45.5#1 0 1.25# 0

0.25 0 45.49 0 -0.4#2 00.333 0 45.437 0 -0.44# 0

11 0 0 45.127 0 -0.732 00.333 0 44.949 0 2.0#9 00.0#3 0 44.732 0 -0.921 00.1 7 0 44.72# 0 -1.115 0

0.25 0 44.312 0 1.3#4 0

0.333 0 44.1#9 0 2.124 00.1 7 0 43.95 0 -1.35 015 0 0 43.#15 0 -2.# 019 0 0.9 43. 43 0.945 0.#71 -0. 39

0.1 7 0 43.1 # 0 -0.977 00.25 0 43.104 0 1.25# 0

0.333 0 43.073 0 -0.514 053 1 0 0 42.997 0 1.557 0

19 0 0 42.951 0 1.37 055 1 0 0 42.##4 0 -0.4#3 0

0.1 7 0 42.73 0 -1.3 1 00.333 0 42.5#2 0 -0.425 00.0#3 0.9 42.51 0.945 0.#71 -0.4#1

21 0 0 42.419 0 0.97 021 0 0. 1 42.33# 1. 27 1.2#9 -1.405


103/984

0.1 7 0 42.30 0 -1.159 00.0#3 0 41.# 2 0 1.557 00.0#3 0 41.749 0 -0.4#3 00.333 0 41. 39 0 1.3#4 00.0#3 0. 1 41.204 1. 27 1.2#9 -1.1330.333 0 41.124 0 1.## 00.0#3 0 41.0#9 0 -0.732 0

0.1 7 0.9 41.043 0.945 0.#71 -0.3240.25 0 40.914 0 -2.019 00.333 0 40.#9 0 -0.5 3 00.0#3 0 40.715 0 1.37 00.333 0 40.432 0 1.25# 00.0#3 0 40.1#3 0 0.97 0

1 0 -1. 31 40.1 -0.22 -0.0#9 0.44#0.25 0 39.# 0 -1.09# 00.25 0 39.#21 0 -0.943 0

17 0 -2.5 1 39.773 -0.377 0.4#7 0. 00.1 7 0. 1 39.737 1. 27 1.2#9 -0.# 2

13 0 0 39.732 0 -0.079 00.25 0.9 39. 23 0.945 0.#71 -0.10.25 0 39.557 0 -1.59 00.25 0 39.397 0 -0.742 0

17 0 0 39.293 0 -1.3 9 019 0 #.229 39.14 0. 5# 0.93 -0.47#1 0 12.3 9 39.104 -0.34 0.003 0. 14

0.0#3 0 39.007 0 -0.079 00.25 0 3#.959 0 -1.12 0

17 0 -3.1# 3#.7 1 -0.039 0.341 0.13717 0 11.94 3#. 72 -0.4#1 0.334 0.9151 0 -2.177 3#.572 -0.1 # -0.101 0.311

0.0#3 -1. 31 3#.4#2 -0.22 -0.0#9 0.4040.25 0. 1 3#.317 1. 27 1.2#9 -0.5910.25 0 3#.171 0 -0.752 0

0.333 0.9 3#.10# 0.945 0.#71 -0.0090.0#3 -2.5 1 3#.0#9 -0.377 0.4#7 0.530.1 7 0 3#.0# 0 -0.921 00.1 7 0 3#.055 0 1.37 00.0#3 #.229 3#.00 0. 5# 0.93 -0.3 #

12 0 0 37.9#5 0 -0.232 00.1 7 0 37.524 0 0.97 00.417 0 37.494 0 1.3#4 00.0#3 12.3 9 37.419 -0.34 0.003 0.545

0.0#3 0 37.41 0 -0.232 00.25 0 37.295 0 -1.115 00.0#3 -3.1# 37.077 -0.039 0.341 0.129

21 0 0 37.07 0 -0.125 00.0#3 11.94 3 .9#7 -0.4#1 0.334 0.#190.0#3 -2.177 3 .### -0.1 # -0.101 0.277

12 0 -1.522 3 .#11 0.33# 0.039 -0.4970.333 0. 1 3 .#03 1. 27 1.2#9 -0.320.1 7 0 3 .739 0 -0.079 00.1 7 -1. 31 3 .702 -0.22 -0.0#9 0.30.1 7 0 3 .702 0 1.557 00.0#3 0 3 . 09 0 -0.125 00.1 7 0 3 .5#9 0 -0.4#3 0

13 0 0 3 .54 0 -0. # 00.1 7 #.229 3 .539 0. 5# 0.93 -0.259


104/984

0.25 0 3 .522 0 -1.35 019 0 0 3 .49 0 -0.04 0

0.333 0 3 .393 0 1. 19 012 0 0 3 .31 0 -2.099 0

0.1 7 -2.5 1 3 .309 -0.377 0.4#7 0.4550.417 0 3 .2# 0 1.25# 00.333 0 3 .173 0 -0.4#2 0

12 0 -0.105 3 .045 0.011 0.031 -0.0410.0#3 0 3 .02# 0 -0.04 013 0 0 35.937 0 0.927 0

0.417 0.9 35.#7# 0.945 0.#71 0.1490.0#3 0 35.#55 0 -0. # 0

17 0 0 35.#17 0 -0.0 021 0 7.779 35.7#5 1.5 # 1.31# -1.4221 0 0 35.777 0 -0.155 012 0 2.9## 35.7 0.021 0.04 -0.05421 0 0 35.735 0 0.072 0

0.25 0 35.734 0 -0.977 012 0 -2.91 35.727 -0.00# -0.02 0.02712 0 -2.57 35. 92 0.00# -0.021 -0.011

0.1 7 12.3 9 35. 39 -0.34 0.003 0.4712 0 2.149 35. 33 0.02 0.0 # -0.0419 0 0 35. 25 0 0.0#9 020 0 0 35. 0 -0.24 012 0 -11.00# 35.59 0.01 0.03 -0.0421# 0 0 35.4#9 0 -0.229 012 0 -0.735 35.4 0.224 0.052 -0.32#15 0 0 35.44# 0 -0.002 014 0 0 35.40# 0 -0.097 012 0 .4#5 35.3 # 0.009 -0.1 0.052

0.1 7 -3.1# 35.297 -0.039 0.341 0.1220.25 0 35.29 0 -1.3 1 012 0 -4.112 35.2 # 0.024 -0.092 -0.05#12 0 19.027 35.2 2 -0.005 -0.12 -0.023

0.0#3 0 35.247 0 0.927 00.0#3 0 35.232 0 -2.# 00.1 7 11.94 35.20# -0.4#1 0.334 0.722

12 0 3.917 35.173 0.043 -0.119 -0.05712 0 -1.72 35.1 3 0.02# -0.19 -0.005

0.0#3 0 35.12 0 -0.0 00.25 #.229 35.119 0. 5# 0.93 -0.149

0.1 7 -2.177 35.10# -0.1 # -0.101 0.244

0.0#3 0 35.0# 0 -0.155 012 0 -5.35# 35.073 0.02 0.1#5 0.0430.0#3 0 35.03# 0 0.072 00.0#3 -1.522 35.033 0.33# 0.039 -0.4290.0#3 0 34.92# 0 0.0#9 0

12 0 4.99# 34.92 0.02# -0.127 -0.0430.0#3 0 34.903 0 -0.24 0

12 0 5.09 34.#92 -0.009 -0.139 0.0710.1 7 0 34.#75 0 -0.732 0

0.25 0 34.#72 0 -1.159 012 0 3.9## 34.#29 -0.003 -0.131 0.044

0.0#3 0 34.793 0 -0.229 00.0#3 0 34.751 0 -0.002 00.0#3 0 34.711 0 -0.097 0

12 0 19.294 34.703 0.009 0.023 0.003


105/984

0.25 0 34. 92 0 -0.079 021 0 -3.3 34. 7 0.39 0.79# -0.537

0.0#3 7.779 34. 51 1.5 # 1.31# -1.11 0 5.44 34.59 -0.044 0.019 0.047

0.417 0. 1 34.573 1. 27 1.2#9 -0.0490.25 0 34.55 0 1.37 0

17 0 2.4#5 34.543 0.0 9 0.355 -0.305

20 0 0.41 34.537 0.309 -0.# 9 -0.31217 0 50.193 34.40 0.13# 0.043 -0.4141 0 0.999 34.29 -0.0#7 0.052 0.144

0.5 0 34.232 0 1.3#4 017 0 5#.497 34.231 0.101 0.1 -0.37712 0 0.29# 34.224 0.012 -0.035 -0.0311 0 -45.5 4 34.199 -0.023 -0.012 0.00912 0 #.925 34.193 0.251 0.12 -0.33#13 0 0 34.14 0 -2.345 012 0 11. 39 34.07# -0.017 -0.0#5 0.041

0.5 0.9 34.077 0.945 0.#71 0.3017 0 -43.31 34.075 -0.001 -0.145 -0.121 0 29. 25 34.052 -0.053 -2.59 0.15520 0 0.043 34.04 -0.034 -0. 77 0.04321 0 39.39 34.029 0.344 -0.111 -0.9291 0 51.#44 34.02# -0.01 0.373 -0.02

0.333 0 34.024 0 -2.019 00.25 0 34.019 0 0.97 0

12 0 12.505 33.99# 0.027 0.02 -0.07919 0 -1.12# 33.942 -2.077 0.944 2.0#917 0 43. 1 33.927 -0.019 -0.05 0.04917 0 . 77 33.#7# 0.091 -0.174 -0.22

0.25 -1. 31 33.#74 -0.22 -0.0#9 0.31

17 0 50.404 33.#5# 0.141 -0. 09 -0.317 0 47.1## 33.#13 0.07# 0.314 -0.32#1 0 4 .41# 33.744 -0.0#1 0.13 0.092

0.0#3 -0.735 33. #2 0.224 0.052 -0.2#31 0 3#.93# 33. 77 0.002 -0.025 -0.04521 0 55.37 33. 73 0.203 -0.592 -0.475

0.1 7 0 33. 2 0 -0. # 00.333 #.229 33. 05 0. 5# 0.93 -0.039

17 0 51.577 33.5# 0.07 -0.117 -0.1917 0 3#.721 33.575 0.09 0.149 -0.2#217 0 -4#.2#3 33.551 -0.13# -0.43# 0.2#20 0 10.101 33.53 0.251 -0.42 -0.47

1 0 -47.002 33.501 0.032 0.1 7 -0.0540.25 -2.5 1 33.4#1 -0.377 0.4#7 0.3#19 0 -3.774 33.4 9 -0.779 0.214 0.7#417 0 -4#. 45 33.449 -0.04 0.5 0.23#1 0 3.22# 33.42# -0.025 0.147 0.021 0 33.391 33.419 -0.049 0.04 0.11221 0 2 .919 33.39 0.19 -0.045 -0.4171 0 -47.377 33.39 0.044 0.24 -0.0517 0 0 33.332 0 -0.294 020 0 17.707 33.294 -0.23# 1. 24 0.3#17 0 1.005 33.2## 0.152 -0.1 7 -0.37717 0 42. #1 33.2#3 -0.119 -1.373 0.121 0 -2. #2 33.227 -0.211 1.053 0.212

0.1 7 7.779 33.1#4 1.5 # 1.31# -0.#990.1 7 -1.522 33.13 0.33# 0.039 -0.3 2


106/984

0.1 7 0 33.073 0 -0.0 017 0 44.45 33.071 -0.00 -0.147 0.0 #1 0 42.993 33.044 0.019 0.193 -0.09120 0 22.#73 33.041 -0.1## -0.529 0.5 9

0.1 7 0 33.032 0 -0.155 00.5 0 33.024 0 1.25# 0

0.1 7 0 33.012 0 0.927 0

0.1 7 0 32.99 0 -2.# 00.0#3 -3.3 32.992 0.39 0.79# -0.45#0.1 7 0 32.991 0 0.072 0

21 0 -3.7# 32.9# 0.0#2 0.559 -0.17520 0 -32.541 32.979 0.095 0.1 9 -0.20921 0 31. 1 32.9 9 0.127 -0.57# -0.2421 0 -13.7 32.957 -0.303 -1.147 0.559

0.1 7 0 32.91# 0 -0.125 021 0 24.399 32.#94 -0.035 -0.1 0.1921 0 13.024 32.##4 0.1#5 0.59 -0. 01 0 44.977 32.##4 -0.02 0.12# 0.059

0.1 7 0 32.## 0 0.0#9 00.0#3 0 32.#7 0 -0.294 0

20 0 15.542 32.# 1 -0.297 -0.14 0.#020.1 7 0 32.#5 0 -0.24 00.0#3 0.41 32.#52 0.309 -0.# 9 -0.25

1 0 30.317 32.#39 -0.004 0.155 -0.0#915 0 0 32.#24 0 -0.59 021 0 14.127 32.#1# 0.27 0.34 -0.742

0.1 7 0 32.#12 0 -0.232 00.25 12.3 9 32.#11 -0.34 0.003 0.407

0.0#3 -1.12# 32.#0# -2.077 0.944 1.74319 0 0 32.#02 0 -0.#24 0

14 0 0 32.77# 0 -0.445 00.5 0. 1 32.772 1. 27 1.2#9 0.2220.0#3 29. 25 32.75 -0.053 -2.59 0.1450.1 7 0 32.745 0 -0.229 0

21 0 0 32.73# 0 -0.#79 021 0 12.90 32.72# 0.2#7 -1. 49 -0.52#19 0 13.341 32.719 0.333 -0.245 -0.#451 0 3#.111 32.705 -0.001 0.0 2 -0.003

0.1 7 0 32.704 0 -0.002 01 0 -2.#79 32.703 -0.025 0.1 9 0.09320 0 -5.317 32.702 -0.042 0.124 0.152

0.333 0 32. 7 0 -1.59 0

0.1 7 0 32. 3 0 -0.097 01 0 -2#.014 32. 57 0.012 0.39# 0.091# 0 0 32. 51 0 -0.339 020 0 -10.594 32. 49 0.14 -0.41 -0.4#721 0 7.203 32. 45 0.32 0.221 -0.93313 0 0.137 32. 1 0.00# 0.033 -0.03217 0 0 32. 1 0 -0.774 020 0 11.5 32.5## -0.2 -0.247 0. 5920 0 0 32.5#7 0 -0.394 01# 0 -22.914 32.5 7 0.115 0.02 -0.2921 0 0 32.5 5 0 -0. 2# 020 0 19.925 32.5 3 -0.2 1 0.4 7 0.57319 0 23.9#9 32.503 0.1#2 -0. 49 -0.40221 0 2 .2 32.503 -0.01 -0.451 0.17519 0 #.399 32.49 0.194 -0.205 -0.339


107/984

1# 0 -12.993 32.495 -0.271 1.715 0.4 413 0 -1.1#2 32.4#5 0.302 0.033 -0.44#21 0 -1 .07 32.47# -0.11 0.702 0.4##

0.25 -3.1# 32.4 9 -0.039 0.341 0.1141 0 4 . 4 32.45# -0.019 0.341 -0.02117 0 0.351 32.435 0.00# -0.147 -0.0#413 0 0 32.42# 0 -0.00# 0

20 0 -25.702 32.419 -0.029 2.042 -0.01720 0 -10. # 32.419 0.302 1.134 -0.5 20.0#3 #.925 32.415 0.251 0.12 -0.2#7

17 0 47.145 32.391 0.151 -0.579 -0.340.25 11.94 32.379 -0.4#1 0.334 0. 2

0.0#3 0.043 32.3 2 -0.034 -0. 77 0.0313 0 3.05 32.345 0.019 0.03 -0.051

0.1 7 0 32.33# 0 -0.04 021 0 -0.7#3 32.337 -1. 94 0.742 1.#21

0.0#3 -3.774 32.335 -0.779 0.214 0. 5413 0 -1.421 32.30 -0.00# -0.039 0.0321 0 2.197 32.2## 0.032 -0.31# -0.21319 0 1 .#4# 32.2# -0.2 3 -1.07 0.4 1

0.25 -2.177 32.2# -0.1 # -0.101 0.2113 0 -1.394 32.27# 0.00# -0.03 -0.009

0.5#3 0.9 32.277 0.945 0.#71 0.4 41 0 51.903 32.275 -0.037 0.51 0.04415 0 0 32.24 0 0.#7 014 0 0 32.24 0 0.92 019 0 0 32.207 0 0.772 013 0 1.14# 32.20 0.025 0.0 # -0.0412 0 0 32.203 0 -0.0#7 01# 0 0 32.1## 0 0.92 0

21 0 0 32.1 # 0 0.72# 00.0#3 0 32.1 0 -0.59 020 0 0 32.15 0 0.#7 0

0.0#3 0 32.13# 0 -0.#24 013 0 -9.07# 32.12 0.01# 0.012 -0.045

0.25 0 32.117 0 1.557 020 0 7.472 32.11 -0.052 0.542 0.29417 0 0 32.11 0 0.729 0

0.0#3 0 32.115 0 -0.445 01 0 0 32.111 0 0.773 021 0 12.515 32.09# 0.329 -0.57# -0.7521 0 #. 72 32.091 -0.2 0. #4 0.531

1 0 49.727 32.07# 0.022 0.73 0.0370.0#3 0 32.074 0 -0.#79 020 0 #.#07 32.0 1 0.035 -0.07 -0.115

0.25 0 32.004 0 -0.4#3 00.0#3 0 31.9## 0 -0.339 00.0#3 42. #1 31.9#7 -0.119 -1.373 0.13#

17 0 -14.507 31.9 # -0.04 0.44 0.2 30.0#3 0 31.947 0 -0.774 0

19 0 -17.795 31.929 0.254 -1.55# -0.450.0#3 0 31.924 0 -0.394 0

13 0 .155 31.91# 0.004 -0.152 0.05519 0 5.922 31.91 0.114 -0. 3 -0.1#2

0.0#3 0 31.902 0 -0. 2# 013 0 -3.1 9 31.9 0.021 -0.074 -0.05119 0 -14.9#2 31.#95 0.275 0.195 -0. 7


108/984

1# 0 1#.97 31.# 7 0.1 5 -0.57 -0.5 50.0#3 -3.7# 31.#4 0.0#2 0.559 -0.1 10.0#3 10.101 31.#4 0.251 -0.42 -0.42

13 0 1 . 9 31.#03 -0.003 -0.104 -0.0250.25 0 31.794 0 -0.921 0

0.417 0 31.7## 0 -2.019 00.1 7 -0.735 31.7#5 0.224 0.052 -0.23#

0.25 7.779 31.7 5 1.5 # 1.31# -0. 3#19 0 3.251 31.759 -0.02# -0.22# 0.22#1# 0 19.# 9 31.749 0.342 1.211 -0.13 0 -1.541 31.743 0.027 -0.1#4 -0.00913 0 3. 9 31.729 0.041 -0.119 -0.057

0.0#3 0 31.704 0 -0.00# 019 0 13.494 31. 9 -0.097 0.541 0.411# 0 -19.41 31. #2 -0.2#7 0.42# 0. 51# 0 -1 .5 # 31. -0.201 -0. 3 0. 41# 0 -17.54# 31. -0.255 -0.39# 0.72519 0 4.34 31. 51 -0.02 -0.502 0.191 0 -2 .#71 31. 5 0.02# 0.20 -0.05717 0 -25.474 31. 49 0.015 -0.305 -0.0##13 0 -5.475 31. 42 0.019 0.17 0.03

0.25 0 31. 07 0 -0. # 00.0#3 0 31.5#2 0 0.#7 00.0#3 0 31.577 0 0.92 0

20 0 13.057 31.573 -0.257 1.4 9 0.41# 0 -25.922 31.5 7 -0.291 -0.19 0.#413 0 4.559 31.5 0.029 -0.10 -0.051

0.0#3 0 31.543 0 0.772 00.0#3 -2. #2 31.542 -0.211 1.053 0.170.333 0 31.541 0 -0.943 0

0.0#3 0 31.529 0 -0.0#7 00.0#3 0 31.525 0 0.92 00.333 -1. 31 31.522 -0.22 -0.0#9 0.272

17 0 22.154 31.51 -0.3#9 -1.00# 0.5##19 0 -2 .417 31.509 0.173 0.45 -0.511

0.0#3 0 31.505 0 0.72# 00.0#3 0 31.4# 0 0.#7 0

13 0 4.#17 31.473 -0.01 -0.129 0.0 717 0 31.74 31.457 -0.297 -1.21# 0.201

0.0#3 0 31.453 0 0.729 00.0#3 0 31.447 0 0.773 0

13 0 3.527 31.435 -0.002 -0.122 0.03#

15 0 0 31.39 0 -0.033 00.417 #.229 31.375 0. 5# 0.93 0.0714 0 -50.492 31.3 5 -0.125 0. 7 0.2321 0 14.743 31.351 0.312 -1.595 -0. 0319 0 -34.2 1 31.35 0.333 0.1 5 -0.#91# 0 19.574 31.344 -0.041 0.54 0.2##1# 0 -14.137 31.341 -0.01 1.9#7 -0.0521 0 - .449 31.341 -0.015 0.092 0.05#

0.1 7 -1.12# 31.341 -2.077 0.944 1.39715 0 53.54 31.31 -0.005 -0.1#2 -0.04517 0 -51.1 3 31.30 -0.031 -0.99# 0.0971# 0 31.435 31.294 -0.037 0.10# 0.1 520 0 5.13 31.2#3 0.001 0.247 -0.0 214 0 4.07 31.2#2 0.077 -0.099 -0.1#713 0 19.59 31.279 0.009 0.01# -0.00


109/984

13 0 -0.7 3 31.27 0.204 0.042 -0.30#21 0 1#.24 31.221 0.0 -0.511 -0.29#17 0 -4.159 31.22 -0.011 -0.334 -0.01

0.25 0 31.21# 0 -0.0 019 0 -2 .#2 31.217 0.303 -0. 1# -0. 73

0.1 7 -3.3 31.212 0.39 0.79# -0.37#0.0#3 -0.7#3 31.203 -1. 94 0.742 1.539

15 0 -51.932 31.195 0.033 -0.30 -0.03#20 0 3.004 31.1#2 -0.0 1 0.45 0.0920.25 0 31.17# 0 -0.155 0

0.333 0 31.15# 0 -1.09# 014 0 54.452 31.155 0.17 0.503 -0.3#120 0 -2#.#22 31.152 -0.12 2.42 0.04

0.25 0 31.13 0 0.072 00.0#3 -25.702 31.13 -0.029 2.042 -0.0230.333 -2.5 1 31.129 -0.377 0.4#7 0.3040.1 7 29. 25 31.12 -0.053 -2.59 0.1350.333 0 31.11 0 -0.742 0

20 0 #.327 31.114 0.14 2.57 -0.0220 0 2.4 31.092 -0.019 0. 23 0.14313 0 0.01 31.0#1 0.01 -0.037 -0.022

0.1 7 0.41 31.072 0.309 -0.# 9 -0.1##20 0 0 31.029 0 1. 0 021 0 14.913 31.02 -0.505 -1.439 0.#14

0.25 0 31.02 0 0.0#9 015 0 0 31.007 0 1.447 0

0.25 0 31.001 0 -0.24 00.25 0 30.99# 0 0.927 0

19 0 -2.4 30.9# 0. 39 0.74 -0.940.0#3 51.903 30.979 -0.037 0.51 0.037

0.5#3 0. 1 30.971 1. 27 1.2#9 0.4940.5#3 0 30.97 0 1.3#4 020 0 -2.25 30.95# 0.044 0.#47 -0.01921 0 2.40 30.953 0.001 -0.#55 -0.12120 0 -1.094 30.937 -0.115 -0.025 0.22#

0.0#3 0 30.935 0 -0.033 01# 0 -12.342 30.925 0.043 -0.144 -0.0#214 0 51.545 30.#95 0.095 -0.3 # -0.315

0.25 0 30.#9 0 -0.229 019 0 3#.949 30.## 0.037 -0.334 -0.219 0 4.021 30.#79 -0.01# -2.522 0.1017 0 20.797 30.#71 -0.452 -0.749 0.5 7

0.1 7 -3.774 30.# # -0.779 0.214 0.5240.25 0 30.#49 0 -0.002 015 0 49.902 30.#44 0.01 -0.035 -0.02222 0 0 30.#2# 0 -0.0 # 017 0 -39.1 9 30.#21 0.09# -0. 97 -0.003

0.25 0 30.#09 0 -0.097 017 0 51.505 30.# 0.11 -0.24# 0.039

0.0#3 -1.1#2 30.# 0.302 0.033 -0.3##0.0#3 49.727 30.7#2 0.022 0.73 0.041

1# 0 12.3# 30.757 -0.02 0. 53 0.14#1# 0 -15.222 30.74# -0.291 1.517 0.55420 0 -1 . 09 30.74 -0.279 -0.119 0.#2415 0 -49.#4 30.739 0.09 -0.1## -0.10#13 0 11.575 30.715 -0.013 -0.072 0.031

0.0#3 0 30.71 0 -1.3 9 0


110/984

21 0 10.092 30. #9 -0.007 -0.79 -0.0#521 0 12.4#3 30. #4 -0.07# 0.327 0.3 7

0.333 0 30. 79 0 -1.12 014 0 -50. 1 30. 71 -0.0 3 -0.3 0.31213 0 11.321 30. 55 0.023 0.015 -0.0 915 0 0 30. 37 0 1.4 015 0 -23.012 30.595 0.0#3 -0.3#5 -0.022

15 0 17.5#3 30.594 0.025 -0.051 -0.0140.1 7 0.043 30.5#2 -0.034 -0. 77 0.02921 0 13.5#4 30.5# -0.4#1 -1.37# 0.37719 0 -13.537 30.52 0.27# -1.547 -0.509

0.1 7 #.925 30.51# 0.251 0.12 -0.23717 0 30.152 30.49 -0.44 -0.921 0.53214 0 - 7.90 30.492 -0.11 0.01 0.27713 0 0 30.471 0 -0.19 0

0.333 12.3 9 30.4 -0.34 0.003 0.33#19 0 30.342 30.449 0.07 -0.507 -0.3031# 0 -1 .79 30.431 -0.003 0.19 -0.042

0.417 0 30.431 0 -1.59 021 0 12.#0# 30.41 -0.3#7 -2.1 4 0.147

0.0#3 #. 72 30.407 -0.2 0. #4 0.4910.1 7 -3.7# 30.379 0.0#2 0.559 -0.147

1# 0 20.251 30.3 4 0.045 0.## -0.01720 0 -1 .95# 30.3 -0.1#7 0.413 0.47719 0 24.907 30.359 0.002 -0.#1 -0.119

0.1 7 42. #1 30.357 -0.119 -1.373 0.1151# 0 0.942 30.35 0.209 -0.729 -0.3 119 0 20.01# 30.354 -0.007 -0.7 7 -0.0#15 0 -70.129 30.352 0.0 7 -0.29# -0.12

0.0#3 -0.74# 30.301 0.011 0.031 -0.037

19 0 22.11 30.272 -0.05# 0.17# 0.2#50.333 7.779 30.25 1.5 # 1.31# -0.3770.0#3 0 30.239 0 -0.0 # 0

15 0 -2#. 35 30.23 -0.01# -0.317 0.1314 0 2 . 37 30.225 -0.01 0.19 0.07413 0 #.315 30.214 0.20 0.11# -0.271

0.333 0 30.19# 0 1.37 00.0#3 31.74 30.1 -0.297 -1.21# 0.1440.1 7 0 30.14 0 -0.59 0

15 0 -2 .## 30.143 0.00 -0.279 0.15#0.0#3 0 30.13 0 1. 0 0

14 0 37.4 3 30.13 0.011 0.1#1 0.075

0.1 7 0 30.124 0 -0.#24 01# 0 -22. 9 30.122 -0.073 0.372 0.1490.333 -3.1# 30.117 -0.039 0.341 0.10

15 0 2#.927 30.104 -0.012 -0.235 0.0050.1 7 0 30.101 0 -0.445 00.1 7 10.101 30.0 0.251 -0.42 -0.370.1 7 0 30.0 0 -0.#79 00.0#3 -14.137 30.053 -0.01 1.9#7 -0.054

15 0 -34.0 7 30.04# 0.034 -0.4 00. 7 0.9 30.047 0.945 0.#71 0. 21

1# 0 -19. 15 30.043 -0.117 -0.1#5 0.3015 0 -3 . 59 30.04 0.103 -0.404 -0.13317 0 30. 3 30.029 -0.15# -1.0#4 0.14

0.333 11.94 30.02# -0.4#1 0.334 0.530.0#3 3.#02 30.023 0.021 0.04 -0.04


111/984

0.0#3 22.154 30.022 -0.3#9 -1.00# 0.510.0#3 -51.1 3 30.01 -0.031 -0.99# 0.0910.0#3 0 30.01 0 -0.19 0

14 0 - .03 30.007 -0.0#4 -0.42# 0.3 40.0#3 -3.742 29.9#4 -0.00# -0.02 0.024

14 0 -77.21 29.9#1 -0.0 5 -0.135 0.2915 0 -37.947 29.979 0.021 -0.3 3 0.01

0.1 7 0 29.974 0 -0.339 021 0 14.01 29.971 -0.149 -2.33# 0.0 415 0 - #.9#4 29.9 0.02# -0.092 0.011

0.0#3 -3.403 29.949 0.00# -0.021 -0.00#0.25 -1.522 29.933 0.33# 0.039 -0.294

0.1 7 0 29.933 0 -0.774 019 0 -#. ## 29.929 -0.05 0.177 -0.124

0.333 -2.177 29.92# -0.1 # -0.101 0.1770.25 -1.12# 29.921 -2.077 0.944 1.05

15 0 -79.717 29.91 0.122 -0.027 -0.2310.1 7 0 29.91 0 -0.394 0

14 0 -31.55# 29.#93 0.027 -0.253 0.0 50.0#3 2.97 29.#9 0.02 0.0 # -0.030.333 0 29.#9 0 -0.752 00.1 7 0 29.### 0 -0. 2# 0

14 0 -34.974 29.# 4 -0.013 -0.107 0.0 517 0 -22.2 3 29.# 2 -0.105 -0.745 0.21115 0 40. 93 29.# 2 0.044 -0.135 -0.10214 0 -31.417 29.#59 -0.01 -0.379 0.171

0.0#3 -2#.#22 29.#55 -0.12 2.42 0.0230.0#3 -11.#35 29.#47 0.01 0.03 -0.030.0#3 #.327 29.#1# 0.14 2.57 0.00#

17 0 51.371 29.# -0.03 -0.731 0.02#

0.333 0 29.77# 0 -0.079 00.5#3 0 29.7 3 0 1.25# 00.1 7 -2. #2 29.7 2 -0.211 1.053 0.127

1 0 2#.39 29.755 -0.122 -0.31 0.1410.1 7 -0.7#3 29.73 -1. 94 0.742 1.25

14 0 -47. 25 29.70# -0.131 0.501 0.2910.25 0 29. #9 0 -0.125 0

14 0 4#.132 29. # 0.031 0.335 -0.0515 0 49.52# 29. 7 0.01# -0.175 -0.0#1

0.333 0 29. 7 0 0.97 00.1 7 0 29. 5 0 -0.0#7 0

1 0 -22.395 29. 52 -0.0 1 1.093 0.04#

1 0 -55. 4# 29. 49 0.029 0.3# 0.03115 0 -47.119 29. 42 0.04 -0.41# -0.02#0.0#3 5. 5# 29. 24 0.009 -0.1 0.055

20 0 -1 .45# 29. 22 -0.5 3 1.594 0. 4519 0 5. 15 29. 2 -1.##9 0.0 2 1.95

0.0#3 -0.7 3 29.5# 0.204 0.042 -0.2 70.0#3 4.021 29.5#3 -0.01# -2.522 0.102

1 0 -24. 57 29.5#1 0.022 -0.039 0.020.5 #.229 29.574 0. 5# 0.93 0.1#

0.1 7 0 29.5 # 0 0.#7 00.1 7 -25.702 29.5 3 -0.029 2.042 -0.02#0.1 7 0 29.5 3 0 0.92 0

1 0 0 29.54 0 -0.3 00.0#3 -39.1 9 29.532 0.09# -0. 97 0.010.0#3 14.913 29.532 -0.505 -1.439 0.713


112/984

0.1 7 0 29.529 0 0.772 00.0#3 -4.92 29.524 0.024 -0.092 -0.04#0.0#3 19.#53 29.51# -0.005 -0.12 -0.025

14 0 -42. 51 29.511 -0.022 -0.0#9 0.10.1 7 0 29.511 0 0.92 0

20 0 7.371 29.509 -0.15 1.502 -0.04414 0 7 .942 29.507 -0.005 -0.0 5 0.052

0.0#3 51.505 29.503 0.11 -0.24# 0.0 20.1 7 0 29.491 0 0.72# 012 0 0 29.47# 0 -0.54 0

0.1 7 0 29.472 0 0.#7 01# 0 -12.043 29.452 -0.0#1 2.422 -0.0221 0 2#.2 # 29.451 -0.141 -0.25 0.115

0.25 -3.774 29.44# -0.779 0.214 0.3940.1 7 0 29.439 0 0.729 00.1 7 0 29.43 0 -0.00# 00.1 7 0 29.434 0 0.773 0

1# 0 -42. 5 29.43 -0.2#9 -0.253 0.90#0.0#3 3.09 29.429 0.043 -0.119 -0.0410.0#3 -2.547 29.42 0.02# -0.19 0.000.0#3 4. 94 29.409 -0.044 0.019 0.031

1 0 27.127 29.40# 0.114 -0.5 5 -0.101# 0 0 29.402 0 2.037 015 0 79.19 29.3#3 0.017 -0.19# -0.0571 0 35.#9 29.3#1 -0.10# 0.7 0.10#

0.0#3 20.797 29.377 -0.452 -0.749 0.4770.0#3 1.739 29.3 2 0.0 9 0.355 -0.2790.1 7 51.903 29.349 -0.037 0.51 0.03

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113/984

14 0 0 29.04 0 -3.041 01 0 0 29.032 0 -0.04 0

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15 0 0 29.017 0 0.025 00.333 0 29.014 0 -1.115 0

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114/984

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0.25 42. #1 2#.345 -0.119 -1.373 0.09221 0 1 .779 2#.341 -0.#35 -1.157 0.##

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115/984

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1 0 -24.709 27.972 -0.151 1.441 0.1540.25 0 27.971 0 -0.0#7 0

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22 0 1.249 27.7#9 0.021 0.057 -0.0330.0#3 31.03 27.7## 0.127 -0.57# -0.1920.0#3 0 27.7#1 0 -1.427 00.0#3 -12.9 27.77 -0.303 -1.147 0.4440.5#3 #.229 27.773 0. 5# 0.93 0.29

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116/984

0.25 0 27. 1# 0 0.729 00.25 0 27. 13 0 0.773 0

14 0 0 27. 11 0 -0.1 00.1 7 0 27. 05 0 2.037 00.417 0 27.59 0 -0.79 00.0#3 -40.474 27.591 0.104 0.49# -0.0370.0#3 -32.12 27.57 -0.14 1.133 0.113

0.0#3 -2.9#1 27.559 -0.054 -0. 94 -0.01322 0 5.215 27.55 0.005 -0.131 0.04512 0 -14.45 27.554 0.144 0.341 -0.111

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0.25 0 27.3## 0 -0.00# 00.0#3 -22.1 9 27.3# 0.115 0.02 -0.24#0.0#3 19.19 27.3#2 -0.2 1 0.4 7 0.4740.0#3 -7.#94 27.35 -0.0#4 -0.7#4 0.0450.333 29. 25 27.341 -0.053 -2.59 0.115

0.25 51.903 27.337 -0.037 0.51 0.023

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117/984

0.0#3 -9.945 27.23# 0.302 1.134 -0.44#0.25 10.101 27.23# 0.251 -0.42 -0.32

22 0 3.917 27.23 0.024 -0.094 -0.040.0#3 12.0#1 27.22 -0.122 -0.574 0.11#

0.75 0. 1 27.22 1. 27 1.2#9 1.0322 0 -0. 2 27.222 0.175 0.03# -0.2 2

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0.25 49.727 27.14 0.022 0.73 0.04922 0 3.0 27.13# -0.002 -0.104 0.033

0.0#3 -2.1 7 27.125 -0.00# -0.039 0.02#0.1 7 14.01 27.115 -0.149 -2.33# 0.0070.1 7 0 27.113 0 -1.427 00.#33 0.9 27.112 0.945 0.#71 0.930.0#3 2.943 27.107 0.032 -0.31# -0.2010.0#3 17.5#3 27.105 -0.2 3 -1.07 0.3 20.0#3 -2.14 27.097 0.00# -0.03 -0.00

12 0 24.473 27.09 0.074 -0.537 -0.03912 0 23.39 27.091 -0.1 0.492 0.073

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17 0 0 2 .9#2 0 1.029 00.0#3 -7.245 2 .94# 0.105 0.2#1 -0.050.0#3 -9.#24 2 .939 0.01# 0.012 -0.03#0.0#3 -1.#43 2 .937 0.022 -0.7# -0.050.1 7 -22.2 3 2 .935 -0.105 -0.745 0.170.0#3 #.21# 2 .935 -0.052 0.542 0.274

0.25 -2. #2 2 .934 -0.211 1.053 0.0#5

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118/984

0.0#3 1.223 2 .799 -0.207 2.0 9 0.1430.0#3 4.5 2 .79 -0.033 0. 33 -0.0090.1 7 -22.395 2 .79 -0.0 1 1.093 0.0250.0#3 -13.7 1 2 .7#7 -0.04 0.44 0.2470.333 0 2 .774 0 0.072 0

22 0 0.0# 2 .773 0.009 -0.03 -0.02112 0 3.737 2 .75 -0.077 0. #3 0.04

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0.25 0 2 .70 0 2.037 017 0 -7.049 2 . 9 0.3 7 1.22# -0.579

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119/984

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15 0 -0.1# 2 .4 0.772 0.17 -1.209

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13 0 -2.473 2 .291 -0.047 -0. 04 -0.0040.1 7 0 2 .2#7 0 -0.04 0

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14 0 0.#22 2 .271 0. 43 -0.273 -1.0350.333 0 2 .2 9 0 -0.4#3 00.417 0 2 .2 3 0 2.2#4 00.1 7 0 2 .259 0 0.141 00.1 7 0 2 .257 0 0.132 00.0#3 2.947 2 .254 -0.002 -0.122 0.0370.1 7 0 2 .25 0 0.194 00.0#3 -14.45 2 .24 0.144 0.341 -0.0#3

0.5 7.779 2 .219 1.5 # 1.31# 0.14

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15 0 5.323 2 .125 -1.24# 0.0#1 1.43


120/984

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0.25 -39.1 9 2 .07# 0.09# -0. 97 0.0530.333 0 2 .073 0 -0.445 012 0 -#.759 2 .0 9 0.015 0.172 0.00114 0 1 .153 2 .059 0.003 0.912 -0.0 #

0.417 11.94 2 .05 -0.4#1 0.334 0.4340.0#3 1#.9# 2 .04 0.0 -0.511 -0.2750.0#3 -3.425 2 .039 -0.011 -0.334 -0.0140.0#3 -27.5 2 .03 0.303 -0. 1# -0.55#0.333 0 2 .033 0 -0.#79 00.333 -3.3 2 .032 0.39 0.79# -0.220.1 7 -40.474 2 .024 0.104 0.49# -0.0170.0#3 -52.512 2 .014 0.033 -0.30 -0.020.1 7 0 2 .013 0 -0.52 00.0#3 4. 99 2 .004 0.213 -0. 03 -0.340.0#3 2.424 2 .001 -0.0 1 0.45 0.0 9

12 0 #.295 25.99 0.13# -0.174 -0.10511 0 0 25.995 0 -0.057 0

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121/984

0.0#3 -1.515 25.777 0.044 0.#47 -0.00212 0 -3.223 25.772 0.09# 0.71# -0.191

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0.0#3 -1.#4 25.75 -0.115 -0.025 0.1#40.0#3 -13.0#7 25.744 0.043 -0.144 -0.0

0.5 0 25.744 0 -2.019 0

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122/984

0.333 0 25.411 0 0.729 019 0 2.292 25.40 -0. 2 -1.003 0.541

0.333 0 25.40 0 0.773 00.333 0.043 25.402 -0.034 -0. 77 0.015

12 0 0 25.39 0 0. 4 00.25 30.152 25.395 -0.44 -0.921 0.2 #

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20 0 1 .# 1 25.341 -0.202 1.4#1 -0.020.1 7 -1.#43 25.337 0.022 -0.7# -0.0510.1 7 -1.079 25.32# 0.2 1 0.029 -0.2#3

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1# 0 24. 05 25.1 4 -0.017 1.2#4 -0.13713 0 -12.304 25.157 0.125 0.2 7 -0.093

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123/984

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0.25 -22.2 3 24.924 -0.105 -0.745 0.150.0#3 29. 1 24.923 -0.012 -0.235 0.0010.0#3 -7.995 24.914 -0.0 9 0.225 0.05

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12 0 0 24.#7 0 -1.1 1 00.0#3 3.929 24.#75 -0.034 0.57 -0.000.0#3 -34. 47 24.# 7 0.034 -0.4 0.013

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0.0#3 -77.9 2 24.# -0.0 5 -0.135 0.2 50.0

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