alpha1c 31.31919629398 cm f´c 280 kg/cm2a 26.62131684988 cm fy 4200 kg/cm2alpha 0.000001 °

cpx 30 cm Pn 1606.41200514949 Toncpy 45 cm Pu 2471.40 Ton

As As As As As As1.00 2.00 3.00 4.00 5.00 6.00

5.067074791 5.067074790975 5.06707479097498 5.067074791 5.06707479097498 5.06707479097498

Acero Asalpha 0.000001 ° c 1 5.06707479097498alpha 1.745329252E-08 rad c 2 5.06707479097498

c 3 5.06707479097498Δ 4.697879444097 c 4 5.067074790974980.85f´c 238 c 5 5.06707479097498

c 6 5.06707479097498t 7 5.06707479097498t 8 5.06707479097498

Concreto t 9 5.06707479097498t 10 5.06707479097498

a 26.62131684988 cm t 11 5.06707479097498alpha 1.745329252E-08 rad t 12 5.06707479097498B 60 cm t 13 5.06707479097498H 90 cm c 14 5.06707479097498

t 15 5.06707479097498t 16 5.06707479097498

17 018 019 020 0

Δ Δxi Δyi Ac Cc1 1525289100.57874 26.6 20302602217.1 4832019327.7

(-) 2 1525289040.57874 26.6 -20302600619.8 -4832018947.5(-) 3 -3631331055.6 -63.4 0 0

4 -3631331115.6 -63.4 0 0Ʃ 380.2

y B 60 cm Diametro de BarraH 90 cm 1

Sx 10.77375 RySy 18.27375 Rx

As As As As As7.00 8.00 9.00 10.00 11.00

5.067074790975 5.06707479097498 5.06707479097498 5.06707479097498 5.06707479097498

Xsi Ysi µ ʋ Zsi23.5475 38.5475 6.4525 6.4525 24.9

11.77375 38.5475 18.22625 6.4525 24.90 38.5475 30 6.4525 24.9

-11.77375 38.5475 41.77375 6.4525 24.9-23.5475 38.5475 53.5475 6.4525 25-23.5475 19.27375 53.5475 25.72625 6-23.5475 0 53.5475 45 -14-23.5475 -19.27375 53.5475 64.27375 -33

-23.5475 -38.5475 53.5475 83.5475 -52-11.77375 -38.5475 41.77375 83.5475 -52

0 -38.5475 30 83.5475 -5211.77375 -38.5475 18.22625 83.5475 -5223.5475 -38.5475 6.4525 83.5475 -5223.5475 19.27375 6.4525 25.72625 623.5475 0 6.4525 45 -1423.5475 -19.27375 6.4525 64.27375 -3323.5475 -38.5475 6.4525 83.5475 023.5475 -57.82125 6.4525 102.82125 023.5475 -77.095 6.4525 122.095 023.5475 -96.36875 6.4525 141.36875 0

ton.mµ ʋ Xcp Ycp Mcx

508429700.1929 8.9 -508429670.192914 36.1 1745626305.6508429740.1929 8.9 -508429710.192914 36.1 -1745626185.2

0 0 0 0 00 0 0 0 0

120.5

# de Varillas Camadas en X Camadas en Y16 5 5

55

As As As As As12.00 13.00 14.00 15.00 16.00

5.06707479097498 5.06707479097 5.067074790975 5.06707479097498 5.06707479097498

ton

Es fs f´s desalojo cs0.00238 4763.3 4200.0 3962 20.10.00238 4763.3 4200.0 3962.0 20.10.00238 4763.3 4200.0 3962.0 20.10.00238 4763.3 4200.0 3962.0 20.10.00238 4763.3 4200.0 3962.0 20.07575032184290.00054 1070.9 1070.9 832.9 4.22035767000517-0.00131 -2621.5 -2621.5 -2621.5 -13.283264529815-0.00316 -6313.9 -4200.0 -4200.0 -21.281714122095

-0.00500 -10006.3 -4200.0 -4200.0 -21.281714122095-0.00500 -10006.3 -4200.0 -4200.0 -21.281714122095-0.00500 -10006.3 -4200.0 -4200.0 -21.281714122095-0.00500 -10006.3 -4200.0 -4200.0 -21.281714122095-0.00500 -10006.3 -4200.0 -4200.0 -21.2817141220950.00054 1070.9 1070.9 832.9 4.22035846790822-0.00131 -2621.5 -2621.5 -2621.5 -13.283263731911-0.00316 -6313.9 -4200.0 -4200.0 -21.2817141220950.00000 0.0 0.0 0.0 00.00000 0.0 0.0 0.0 00.00000 0.0 0.0 0.0 00.00000 0.0 0.0 0.0 0

Ʃ -66.7

ton.m Ф 0.900Mcy Pn 313.4 Ton

-24567419931316200.0 Mnx 210.0 Ton.m24567419931316200.0 Mny 0.0 Ton.m

0.00.00.0

Estribos0.9525

As As As As17.00 18.00 19.00 20.00

0 0 0 0 cm2

ton.m ton.m

Msx Msy7.74 4.73 arriba7.74 2.36 arriba7.74 0.00 arriba7.74 -2.36 arriba

7.738699855 -4.72733731 arriba0.813421186 -0.99378872 izquierda

0 3.127876715 izquierda4.101784376 5.011311633 izquierda

8.203568751 5.011311633 abajo8.203568751 2.505655816 abajo8.203568751 0 abajo8.203568751 -2.50565582 abajo8.203568751 -5.01131163 abajo0.81342134 0.99378891 derecha

0 -3.12787653 derecha4.101784376 -5.01131163 derecha

0 0 derecha0 0 derecha0 0 derecha0 0 derecha

89.54 0.00

Columna B2ФPn 282.1 Ton Pu (Ton) Mux (Ton*m) Muy (Ton)ФMnx 189.0 Ton.m 282.09 39.358 45.292Фmny 0.0 Ton.m

alpha1c 45.37345275 cm f´c 280 kg/cm2 ya 38.56743484 cm fy 4200 kg/cm2alpha 22.5 °

cpx 30 cm Pn 1606.412005 Ton Sxcpy 45 cm Pu 2471.40 Ton Sy

As As As As As As As1.00 2.00 3.00 4.00 5.00 6.00 7.00

5.067074791 5.067074791 5.067074791 5.067074791 5.067074791 5.067074791 5.067074791

Acero As Xsialpha 22.5 ° c 1 5.067074791 23.5475alpha 0.392699082 rad c 2 5.067074791 11.77375

c 3 5.067074791 0Δ 6.806017912 c 4 5.067074791 -11.773750.85f´c 238 c 5 5.067074791 -23.5475

c 6 5.067074791 -23.5475t 7 5.067074791 -23.5475t 8 5.067074791 -23.5475

Concreto t 9 5.067074791 -23.5475t 10 5.067074791 -11.77375

a 38.56743484 cm t 11 5.067074791 0alpha 0.392699082 rad t 12 5.067074791 11.77375B 60 cm t 13 5.067074791 23.5475H 90 cm c 14 5.067074791 23.5475

c 15 5.067074791 23.5475t 16 5.067074791 23.5475

17 0 23.547518 0 23.547519 0 23.547520 0 23.5475

Δ Δxi Δyi Ac Cc µ1 100.781564 41.7 2103.6 500.6 33.59385467

(-) 2 40.78156402 16.9 -344.4 -82.0 73.59385467(-) 3 -116.5 -48.3 0 0 0

4 -176.5 -73.1 0 0 0Ʃ 418.7

B 60 cm Diametro de Barra # de Varillas Camadas en XH 90 cm 1 16 5

10.77375 Ry 518.27375 Rx 5

As As As As As As As8.00 9.00 10.00 11.00 12.00 13.00 14.00

5.067074791 5.067074791 5.067074791 5.067074791 5.067074791 5.067074791 5.067074791

Ysi µ ʋ Zsi Es fs f´s38.5475 6.4525 6.4525 36.9 0.00244 4884.8 4200.038.5475 18.22625 6.4525 32.4 0.00214 4289.0 4200.038.5475 30 6.4525 27.9 0.00185 3693.2 3693.238.5475 41.77375 6.4525 23.4 0.00155 3097.4 3097.438.5475 53.5475 6.4525 19 0.00125 2501.6 2501.6

19.27375 53.5475 25.72625 1 0.00007 146.9 146.90 53.5475 45 -17 -0.00110 -2207.8 -2207.8

-19.27375 53.5475 64.27375 -34 -0.00228 -4562.5 -4200.0

-38.5475 53.5475 83.5475 -52 -0.00346 -6917.1 -4200.0-38.5475 41.77375 83.5475 -48 -0.00316 -6321.3 -4200.0-38.5475 30 83.5475 -43 -0.00286 -5725.5 -4200.0-38.5475 18.22625 83.5475 -39 -0.00256 -5129.7 -4200.0-38.5475 6.4525 83.5475 -34 -0.00227 -4533.9 -4200.019.27375 6.4525 25.72625 19 0.00127 2530.1 2530.1

0 6.4525 45 1 0.00009 175.4 175.4-19.27375 6.4525 64.27375 -16 -0.00109 -2179.2 -2179.2-38.5475 6.4525 83.5475 0 0.00000 0.0 0.0

-57.82125 6.4525 102.82125 0 0.00000 0.0 0.0-77.095 6.4525 122.095 0 0.00000 0.0 0.0

-96.36875 6.4525 141.36875 0 0.00000 0.0 0.0

ton.m ton.m Фʋ Xcp Ycp Mcx Mcy Pn

13.9 -3.59385467 31.1 155.6 -18.0 Mnx5.6 -43.5938547 39.4 -32.3 35.7 Mny0 0 0 0 0.00 0 0 0 0.0

123.4 17.7

Camadas en X Camadas en YEstribos5 0.9525

As As As As As As15.00 16.00 17.00 18.00 19.00 20.00

5.067074791 5.067074791 0 0 0 0 cm2

ton ton.m ton.m

desalojo cs Msx Msy3962 20.1 7.74 4.73 arriba

3962.0 20.1 7.74 2.36 arriba3455.2 17.5 6.75 0.00 arriba2859.4 14.5 5.58 -1.71 arriba2263.6 11.46961211 4.421248728 -2.70080691 arriba146.9 0.744261131 0.14344703 -0.17525489 izquierda

-2207.8 -11.1870536 0 2.634271458 izquierda-4200.0 -21.2817141 4.101784376 5.011311633 izquierda

-4200.0 -21.2817141 8.203568751 5.011311633 abajo-4200.0 -21.2817141 8.203568751 2.505655816 abajo-4200.0 -21.2817141 8.203568751 0 abajo-4200.0 -21.2817141 8.203568751 -2.50565582 abajo-4200.0 -21.2817141 8.203568751 -5.01131163 abajo2292.1 11.61424433 2.238500416 2.734864183 derecha175.4 0.888893347 0 0.209312161 derecha

-2179.2 -11.0424214 2.128288701 -2.60021419 derecha0.0 0 0 0 derecha0.0 0 0 0 derecha0.0 0 0 0 derecha0.0 0 0 0 derecha

Ʃ -53.1 81.86 10.50

0.772 Columna B2365.6 Ton ФPn 282.1 Ton205.2 Ton.m ФMnx 158.3 Ton.m Top

28.2 Ton.m Фmny 21.8 Ton.m

Pu (Ton) Mux (Ton*m) Muy (Ton)282.09 39.358 45.292

alpha1c 49.68969824 cm f´c 280 kg/cm2 ya 42.2362435 cm fy 4200 kg/cm2alpha 45 °

cpx 30 cm Pn 1606.412005 Ton Sxcpy 45 cm Pu 2471.40 Ton Sy

As As As As As As As1.00 2.00 3.00 4.00 5.00 6.00 7.00

5.067074791 5.067074791 5.067074791 5.067074791 5.067074791 5.067074791 5.067074791

Acero As Xsialpha 45 ° c 1 5.067074791 23.5475alpha 0.785398163 rad c 2 5.067074791 11.77375

c 3 5.067074791 0Δ 7.453454736 c 4 5.067074791 -11.773750.85f´c 238 c 5 5.067074791 -23.5475

t 6 5.067074791 -23.5475t 7 5.067074791 -23.5475t 8 5.067074791 -23.5475

Concreto t 9 5.067074791 -23.5475t 10 5.067074791 -11.77375

a 42.2362435 cm t 11 5.067074791 0alpha 0.785398163 rad t 12 5.067074791 11.77375B 60 cm t 13 5.067074791 23.5475H 90 cm c 14 5.067074791 23.5475

c 15 5.067074791 23.5475t 16 5.067074791 23.5475

17 0 23.547518 0 23.547519 0 23.547520 0 23.5475

Δ Δxi Δyi Ac Cc µ1 59.73106838 59.7 1783.9 424.6 19.91035613

(-) 2 -0.26893162 -0.3 0.0 0.0 0(-) 3 -30.3 -30.3 0 0 0

4 -90.3 -90.3 0 0 0Ʃ 424.6

B 60 cm Diametro de Barra # de Varillas Camadas en XH 90 cm 1 16 5

10.77375 Ry 518.27375 Rx 5

As As As As As As As8.00 9.00 10.00 11.00 12.00 13.00 14.00

5.067074791 5.067074791 5.067074791 5.067074791 5.067074791 5.067074790975 5.067074791

Ysi µ ʋ Zsi Es fs f´s38.5475 6.4525 6.4525 40.6 0.00245 4897.8 4200.038.5475 18.22625 6.4525 32.2 0.00195 3892.5 3892.538.5475 30 6.4525 23.9 0.00144 2887.2 2887.238.5475 41.77375 6.4525 15.6 0.00094 1882.0 1882.038.5475 53.5475 6.4525 7 0.00044 876.7 876.7

19.27375 53.5475 25.72625 -6 -0.00038 -769.0 -769.00 53.5475 45 -20 -0.00121 -2414.6 -2414.6

-19.27375 53.5475 64.27375 -34 -0.00203 -4060.3 -4060.3

-38.5475 53.5475 83.5475 -47 -0.00285 -5705.9 -4200.0-38.5475 41.77375 83.5475 -39 -0.00235 -4700.6 -4200.0-38.5475 30 83.5475 -31 -0.00185 -3695.4 -3695.4-38.5475 18.22625 83.5475 -22 -0.00135 -2690.1 -2690.1-38.5475 6.4525 83.5475 -14 -0.00084 -1684.8 -1684.819.27375 6.4525 25.72625 27 0.00163 3252.1 3252.1

0 6.4525 45 13 0.00080 1606.5 1606.5-19.27375 6.4525 64.27375 0 -0.00002 -39.2 -39.2-38.5475 6.4525 83.5475 0 0.00000 0.0 0.0

-57.82125 6.4525 102.82125 0 0.00000 0.0 0.0-77.095 6.4525 122.095 0 0.00000 0.0 0.0

-96.36875 6.4525 141.36875 0 0.00000 0.0 0.0

ton.m ton.m Фʋ Xcp Ycp Mcx Mcy Pn

19.9 10.08964387 25.1 106.5 42.8 Mnx0.0 0 0.0 0.0 0.0 Mny0 0 0 0 0.00 0 0 0 0.0

106.5 42.8

Camadas en X Camadas en YEstribos5 0.9525

As As As As As As15.00 16.00 17.00 18.00 19.00 20.00

5.067074791 5.067074791 0 0 0 0 cm2

ton ton.m ton.m

desalojo cs Msx Msy3962 20.1 7.74 4.73 arriba

3654.5 18.5 7.14 2.18 arriba2649.2 13.4 5.17 0.00 arriba1644.0 8.3 3.21 -0.98 arriba876.7 4.442181055 1.712349742 -1.04602258 arriba-769.0 -3.89642447 -0.75098711 0.917510553 izquierda

-2414.6 -12.23503 0 2.88104369 izquierda-4060.3 -20.5736355 3.965311078 4.844576826 izquierda

-4200.0 -21.2817141 8.203568751 5.011311633 abajo-4200.0 -21.2817141 8.203568751 2.505655816 abajo-3695.4 -18.724638 7.217879848 0 abajo-2690.1 -13.6308365 5.254346712 -1.60486062 abajo-1684.8 -8.53703502 3.290813575 -2.01025832 abajo3014.1 15.27281776 2.943644714 3.596366763 derecha1368.5 6.934212235 0 1.632833626 derecha-39.2 -0.19842949 0.038244804 -0.04672518 derecha0.0 0 0 0 derecha0.0 0 0 0 derecha0.0 0 0 0 derecha0.0 0 0 0 derecha

Ʃ -33.4 63.34 22.61

0.721 Columna B2391.2 Ton ФPn 282.1 Ton169.9 Ton.m ФMnx 122.5 Ton.m Top

65.4 Ton.m Фmny 47.2 Ton.m

Pu (Ton) Mux (Ton*m) Muy (Ton)282.09 39.358 45.292

alpha1c 41.97687311 cm f´c 280 kg/cm2 ya 35.68034214 cm fy 4200 kg/cm2alpha 67.5 °

cpx 30 cm Pn 1606.412005149 Ton Sxcpy 45 cm Pu 2471.40 Ton Sy

As As As As As As As1.00 2.00 3.00 4.00 5.00 6.00 7.00

5.067074791 5.067074791 5.067074791 5.067074791 5.067074790975 5.06707479097498 5.067074791

Acero As Xsialpha 67.5 ° c 1 5.06707479097498 23.5475alpha 1.178097245 rad c 2 5.06707479097498 11.77375

c 3 5.06707479097498 0Δ 6.296530966 c 4 5.06707479097498 -11.773750.85f´c 238 t 5 5.06707479097498 -23.5475

t 6 5.06707479097498 -23.5475t 7 5.06707479097498 -23.5475t 8 5.06707479097498 -23.5475

Concreto t 9 5.06707479097498 -23.5475t 10 5.06707479097498 -11.77375

a 35.68034214 cm t 11 5.06707479097498 0alpha 1.178097245 rad t 12 5.06707479097498 11.77375B 60 cm c 13 5.06707479097498 23.5475H 90 cm c 14 5.06707479097498 23.5475

c 15 5.06707479097498 23.5475c 16 5.06707479097498 23.5475

17 0 23.547518 0 23.547519 0 23.547520 0 23.5475

Δ Δxi Δyi Ac Cc µ1 38.62012404 93.2 1800.4 428.5 12.87337468

(-) 2 -21.379876 -51.6 0.0 0.0 0(-) 3 1.3 3.2 -2.17040454345 -1 0.446967808

4 -58.7 -141.6 0 0 0Ʃ 428.0

B 60 cm Diametro de Barra # de VarillasH 90 cm 1 16

10.77375 Ry 518.27375 Rx 5

As As As As As As8.00 9.00 10.00 11.00 12.00 13.00

5.067074791 5.067074791 5.067074791 5.06707479097498 5.06707479097498 5.067074791

Ysi µ ʋ Zsi Es fs38.5475 6.4525 6.4525 33.5 0.00240 4794.538.5475 18.22625 6.4525 22.7 0.00162 3239.738.5475 30 6.4525 11.8 0.00084 1685.038.5475 41.77375 6.4525 0.9 0.00007 130.238.5475 53.5475 6.4525 -10 -0.00071 -1424.6

19.27375 53.5475 25.72625 -17 -0.00124 -2478.90 53.5475 45 -25 -0.00177 -3533.1

-19.27375 53.5475 64.27375 -32 -0.00229 -4587.4

-38.5475 53.5475 83.5475 -39 -0.00282 -5641.7-38.5475 41.77375 83.5475 -29 -0.00204 -4086.9-38.5475 30 83.5475 -18 -0.00127 -2532.1-38.5475 18.22625 83.5475 -7 -0.00049 -977.3-38.5475 6.4525 83.5475 4 0.00029 577.519.27375 6.4525 25.72625 26 0.00187 3740.3

0 6.4525 45 19 0.00134 2686.0-19.27375 6.4525 64.27375 11 0.00082 1631.8-38.5475 6.4525 83.5475 0 0.00000 0.0

-57.82125 6.4525 102.82125 0 0.00000 0.0-77.095 6.4525 122.095 0 0.00000 0.0

-96.36875 6.4525 141.36875 0 0.00000 0.0

ton.m ton.mʋ Xcp Ycp Mcx Mcy

31.1 17.12662532 13.9 59.7 73.40.0 0 0.0 0.0 0.0

91.07907574 29.55303219 -46.0790757 0.23802436014427 -0.20 0 0 0 0.0

59.9 73.2

Camadas en X Camadas en YEstribos5 5 0.9525

As As As As As As As14.00 15.00 16.00 17.00 18.00 19.00 20.00

5.067074791 5.067074791 5.067074791 0 0 0 0

ton ton.m ton.m

f´s desalojo cs Msx Msy4200.0 3962 20.1 7.74 4.73 arriba3239.7 3001.7 15.2 5.86 1.79 arriba1685.0 1447.0 7.3 2.83 0.00 arriba130.2 130.2 0.7 0.25 -0.08 arriba

-1424.6 -1424.6 -7.21864318 -2.78260648 1.699810003 arriba-2478.9 -2478.9 -12.5606491 -2.4209081 2.95771884 izquierda-3533.1 -3533.1 -17.902655 0 4.215627677 izquierda-4200.0 -4200.0 -21.2817141 4.101784376 5.011311633 izquierda

-4200.0 -4200.0 -21.2817141 8.203568751 5.011311633 abajo-4086.9 -4086.9 -20.7084371 7.982584787 2.438159612 abajo-2532.1 -2532.1 -12.8302074 4.945724213 0 abajo-977.3 -977.3 -4.95197779 1.908863639 -0.58303349 abajo577.5 577.5 2.92625186 -1.12799694 0.689059157 abajo

3740.3 3502.3 17.74630573 3.4203786 4.178811341 derecha2686.0 2448.0 12.40429984 0 2.920902505 derecha1631.8 1393.8 7.062293949 -1.36116888 1.662993668 derecha

0.0 0.0 0 0 0 derecha0.0 0.0 0 0 0 derecha0.0 0.0 0 0 0 derecha0.0 0.0 0 0 0 derecha

Ʃ -35.3 39.55 36.64

Ф 0.718Pn 392.7 Ton ФPn 282.1 TonMnx 99.4 Ton.m ФMnx 71.4 Ton.mMny 109.9 Ton.m Фmny 78.9 Ton.m

cm2

Columna B2Pu (Ton) Mux (Ton*m) Muy (Ton)

282.09 39.358 45.292

alpha1c 21.80229646 cm f´c 280a 18.53195199 cm fy 4200alpha 90.00000004 °

cpx 30 cm Pn 1606.41200514949cpy 45 cm Pu 2471.40

As As As As As1.00 2.00 3.00 4.00 5.00

5.067074791 5.067074791 5.067074791 5.06707479097498 5.06707479097498

Aceroalpha 89.99 ° c 1alpha 1.570621794 rad c 2

t 3Δ 3.270344468 t 40.85f´c 238 t 5

t 6t 7t 8

Concreto t 9t 10

a 18.53195199 cm t 11alpha 1.570621794 rad c 12B 60 cm c 13H 90 cm c 14

c 15c 16

17181920

Δ Δxi Δyi Ac1 18.53195227 106180.3 983863.8

(-) 2 -41.4680477 -237594.4 0.0(-) 3 18.5 106090.3 -982196.623810912

4 -41.5 -237684.4 0Ʃ

kg/cm2 y B 60 cmkg/cm2 H 90 cm

Ton Sx 10.77375Ton Sy 18.27375

As As As As As6.00 7.00 8.00 9.00 10.00

5.06707479097498 5.067074791 5.06707479097498 5.067074791 5.06707479097498

As Xsi Ysi µ ʋ5.06707479097498 23.5475 38.5475 6.4525 6.45255.06707479097498 11.77375 38.5475 18.22625 6.45255.06707479097498 0 38.5475 30 6.45255.06707479097498 -11.77375 38.5475 41.77375 6.45255.06707479097498 -23.5475 38.5475 53.5475 6.45255.06707479097498 -23.5475 19.27375 53.5475 25.726255.06707479097498 -23.5475 0 53.5475 455.06707479097498 -23.5475 -19.27375 53.5475 64.27375

5.06707479097498 -23.5475 -38.5475 53.5475 83.54755.06707479097498 -11.77375 -38.5475 41.77375 83.54755.06707479097498 0 -38.5475 30 83.54755.06707479097498 11.77375 -38.5475 18.22625 83.54755.06707479097498 23.5475 -38.5475 6.4525 83.54755.06707479097498 23.5475 19.27375 6.4525 25.726255.06707479097498 23.5475 0 6.4525 455.06707479097498 23.5475 -19.27375 6.4525 64.27375

0 23.5475 -38.5475 6.4525 83.54750 23.5475 -57.82125 6.4525 102.821250 23.5475 -77.095 6.4525 122.0950 23.5475 -96.36875 6.4525 141.36875

Cc µ ʋ Xcp Ycp234159.6 6.177317423 35393.4 23.82268258 -35348.4

0.0 0 0.0 0 0.0-233763 6.172081436 35453.4213480945 23.82791856 -35408.4213480945

0 0 0 0 0396.8

Diametro de Barra # de Varillas Camadas en X1 16 5

Ry 5Rx 5

As As As As As11.00 12.00 13.00 14.00 15.00

5.06707479097498 5.067074790975 5.067074790975 5.067074790975 5.067074790975

Zsi Es fs f´s desalojo15.3 0.00211 4223.1 4200.0 39623.6 0.00049 983.0 983.0 745.0-8.2 -0.00113 -2257.1 -2257.1 -2257.1

-20.0 -0.00275 -5497.3 -4200.0 -4200.0-32 -0.00437 -8737.4 -4200.0 -4200.0-32 -0.00437 -8738.4 -4200.0 -4200.0-32 -0.00437 -8739.3 -4200.0 -4200.0-32 -0.00437 -8740.2 -4200.0 -4200.0

-32 -0.00437 -8741.1 -4200.0 -4200.0-20 -0.00275 -5501.0 -4200.0 -4200.0-8 -0.00113 -2260.8 -2260.8 -2260.84 0.00049 979.3 979.3 741.3

15 0.00211 4219.4 4200.0 3962.015 0.00211 4222.2 4200.0 3962.015 0.00211 4221.3 4200.0 3962.015 0.00211 4220.4 4200.0 3962.00 0.00000 0.0 0.0 0.00 0.00000 0.0 0.0 0.00 0.00000 0.0 0.0 0.00 0.00000 0.0 0.0 0.0

Ʃ

ton.m ton.m Ф 0.848Mcx Mcy Pn 332.8

-82771715.9 55783.1 Mnx 0.00.0 0.0 Mny 136.9

82771715.9281228 -55700.80 0.0

0.0 82.3

Camadas en Y Estribos5 0.9525

As As As As As16.00 17.00 18.00 19.00 20.00

5.067074790975 0 0 0 0 cm2

ton ton.m ton.m

cs Msx Msy20.1 7.74 4.73 arriba3.8 1.46 0.44 arriba

-11.4 -4.41 0.00 arriba-21.3 -8.20 2.51 arriba

-21.28171412209 -8.2035687512145 5.0113116329003 arriba-21.28171412209 -4.1017843756073 5.0113116329003 izquierda-21.28171412209 0 5.0113116329003 izquierda-21.28171412209 4.1017843756073 5.0113116329003 izquierda

-21.28171412209 8.2035687512145 5.0113116329003 abajo-21.28171412209 8.2035687512145 2.5056558164501 abajo-11.45589309254 4.4159603898488 0 abajo3.7561762343049 -1.4479120339187 0.4422427993865 abajo20.07575032184 -7.7386998553124 4.7273373070359 abajo20.07575032184 3.8693499276562 4.7273373070359 derecha20.07575032184 0 4.7273373070359 derecha20.07575032184 -3.8693499276562 4.7273373070359 derecha

0 0 0 derecha0 0 0 derecha0 0 0 derecha0 0 0 derecha

-64.0 0.01 54.59

Columna B2Ton ФPn 282.1 TonTon.m ФMnx 0.0 Ton.m TopTon.m Фmny 116.0 Ton.m

Pu (Ton) Mux (Ton*m) Muy (Ton)282.09 39.358 45.292

Diseño BiaxialPn (Ton) Mnx (Ton.m) Mny (Ton.m) ФPn (ton) ФMnx (ton.m) ФMny (ton.m) Ratio

α = 0313.4 210.0 0.0 282.1 189.0 0.0 0.317464289

α = 30365.6 205.2 28.2 282.1 158.3 -21.8 0.375431465

α = 45391.2 169.9 65.4 282.1 122.5 -47.2 0.457128108

α = 67.5392.7 99.4 109.9 282.1 71.4 -78.9 0.563605124

α = 90332.8 0.0 136.9 282.1 0.0 -116.0 0.517229698

0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 200.0

-140.0

-120.0

-100.0

-80.0

-60.0

-40.0

-20.0

0.0

Diagrama biaxial

Mnx

Mny