Nivel Muro Pm(Tn) L(m) t(m) f'm(tn/m2) H(m)Nivel 1 EJE 1 ejeA-D 17.59 4.5 0.13 450 3Nivel 1 EJE 1 ejeA-D 10.57 4.5 0.13 450 2.75

Sismo moderadoNivel Muro L(m) t(m) Pg(ton) Ve(ton-m) Me(ton-m)Nivel 1 PA 4.5 0.13 6.03 13.98 0.962Nivel 1 PB 4.5 0.13 6.03 13.98 0.962

Cargas PG Symoder Symode

Sismo severoNivel Muro L(m) t(m) Pg(ton) Ve(ton-m) Me(ton-m)Nivel 2 EJE D eje1-5 12.75 0.15 11.44 26 25.92Nivel 1 EJE D eje1-5 12.75 0.15 22.15 46.94 43.73Nivel 2 EjE A eje 1-5 12.75 0.15 10.14 25.92 24.38Nivel 1 EjE A eje 1-5 9.65 0.15 24.69 47.39 63.97

Cargas PG Sx Sy

Nivel MuroNivel 2 EJE D eje1-5Nivel 1 EJE D eje1-5

∑Vm(Tn)/∑ve

t(m) f'm(tn/m2) H(m)0.09 240 2.360.09 240 2.36

Nivel Muro Pm(Tn) L(m) 0.13 350 2.37Nivel 3 EJE 4-8A 2.04 4.46 0.13 350 2.37

EJE 1-3A 1.18 6.96 0.13 350 2.34Nivel 2 EJE 4-8A 7.23 4.46 0.13 350 2.34

EJE 1-3A 3.35 6.96 0.09 240 2.36Nivel 1 EJE 4-8A 13.25 4.46 0.09 240

EJE 1-3A 6.55 6.96 0.15 350 2.37Nivel 3 EJE 1-4G 5.13 7.11 0.15 350

EJE 6-10G 8.33 0.15 350 2.34Nivel 2 EJE 1-4G 16.08 7.11 0.15 350

EJE 6-10G 8.33 0.09 240 2.36Nivel 1 EJE 1-4G 28.9 7.11 0.15 350 2.37

EJE 6-10G 8.33 0.15 350 2.34Nivel 3 EjE G eje 1-8 4.82 14.07 0.15 350 2.37Nivel 2 EjE G eje 1-10 18.65 18.29 0.15 350 2.34Nivel 1 EjE G eje 1-10 34.06 18.29 0.15 350 2.37Nivel 2 EjE 10 eje E-G 1.38 2.93 0.15 350 2.34Nivel 1 EjE 10 eje E-G 3.25 2.93Nivel 2 EjE 6 eje E-F 11.65 4.5Nivel 1 EjE 6 eje E-F 18.69 4.5 -11.79 -0.25 0.02

-13.25 0.68 0.08-7.05 -0.51 0.06

STORY1 PA48-A-1 PM Top -7.23 -0.58 0.2

STORY1 PA48-A-1 PM Bottom -2.8 -0.31 0STORY2 PA48-A-2 PM Top -2.04 -0.12 0.01STORY2 PA48-A-2 PM BottomSTORY3 PA48-A-3 PM TopSTORY3 PA48-A-3 PM Bottom

Pm/(L*T) 0.2f'm(1-(h/(35t)) 0̂.15*f'm Condicion30.07 50.87 67.5 OK18.07 57.12 67.5 OK

500xfm 225000500xfm 225000

450500xfm 225000

450

500xfm 175000350

58.34195vm3-3

alfa Vm(ton) 0.55*Vm 0.55Vm>Ve ALFA 8 Vm/Ve1 25.08 13.79367 No comple 65.40 1.7939484981 25.08 13.79367 No comple 65.40 1.793948498

formula Formula formula Formula

alfa Vm(ton) 0.55*Vm 0.55Vm>Ve1 51.40 28.2699725 Ok1 53.86 29.6247875 No comple1 51.10 28.1055225 Ok1 42.59 23.4244725 No comple

formula Formula formula Formula

Vm>Vu vei∑Vm(Tn) ∑Ve(Tn) No Cumple 26.34 1.95140281

25.08 3.5 No Cumple 47.34 1.1377957325.08 3.5 No Cumple 26.88

50.1588 7 ok 47.98Formula VEY

Vu(ton)52.07210354.32224751.92897523.672068

Formula

10.08Pm/(L*T) 0.2f'm(1-(h/(35t))^2 10.08

5.08 21.06 17.61.88 21.06 18.04

12.47 51.01 0.15*f'm Condicion 18.043.70 51.01 36 OK 10.39

22.85 51.49 36 OK 18.047.24 51.49 52.5 OK 10.398.02 21.06 52.5 OK 18.04

52.5 OK 10.3915.08 55.73 52.5 OK 18.04

36 OK 10.3927.10 56.09

52.5 NO CUMPLE3.81 21.066.80 55.73 52.5 NO CUMPLE

12.41 56.093.14 55.73 36 OK7.39 56.09 52.5 NO CUMPLE

17.26 55.73 52.5 NO CUMPLE27.69 56.09 52.5 NO CUMPLE

52.5 NO CUMPLE52.5 NO CUMPLE

0.028 -0.087 52.5 NO CUMPLE-0.012 0.0630.041 -0.139

-0.012 0.191 1.073

0.008 -0.005 1.027-0.003 0.008 1.115

0.8661.0290.769

10.0310.0316.5824.3824.3824.9624.3824.9624.3824.9624.3824.96

Story Pier Load Loc P V2 V3 TSTORY1 PA PG Top -4.81 0 0.17 0STORY1 PA PG Bottom -6.03 0 0.2 0STORY1 PB PG Top -4.81 0 -0.17 0STORY1 PB PG Bottom -6.03 0 -0.2 0

M2 M3-0.3 0

0.151 00.3 0

-0.151 0

Story Pier Load Loc P V2 V3 TSTORY1 PA SXX Top 0.31 0 0.37 0STORY1 PA SXX Bottom 0.27 0 0.5 0STORY1 PA SYY Top 0 1.64 0 0.001STORY1 PA SYY Bottom 0 1.75 0 0.002STORY1 PB SXX Top 0.31 0 0.37 0STORY1 PB SXX Bottom 0.27 0 0.5 0STORY1 PB SYY Top 0 1.64 0 0.001STORY1 PB SYY Bottom 0 1.75 0 0.002

Story Pier Load Loc P V2 V3 TSTORY1 PA SYY Top 0 13.16 0 0.01STORY1 PA SYY Bottom 0 13.98 0 0.014STORY1 PB SYY Top 0 13.16 0 0.01STORY1 PB SYY Bottom 0 13.98 0 0.014

Story Pier Load Loc P V2 V3 TSTORY1 PA SYY Top 0 3.29 0 0.002STORY1 PA SYY Bottom 0 3.5 0 0.003STORY1 PB SYY Top 0 3.29 0 0.002STORY1 PB SYY Bottom 0 3.5 0 0.003

M2 M30.486 00.561 0

0 0.3750 0.962

0.486 00.561 0

0 0.3750 0.962

M2 M30 3.0030 7.6980 3.0030 7.698

M2 M30 0.7510 1.9250 0.7510 1.925

Story Pier Load Loc P V2 V3 TSTORY1 P61 SXX Top 0.72 3.96 0.01 0.001STORY1 P61 SXX Bottom 0.59 4.8 0.01 0.001STORY2 P62 SXX Top 0.71 3.45 0.02 0.002STORY2 P62 SXX Bottom 0.07 5.56 0.02 0.003

STORY2 PD2 SYY Top 0.09 5.89 0.01 0.024STORY2 PD2 SYY Bottom 0.26 7.82 0.02 0.027

M2 M30.003 0.6260.003 1.9440.006 1.1530.021 1.647

0.009 0.9550.017 3.286

Story Pier Load Loc P V2 V3 TSTORY1 PG1 SYY Top 0.36 37.44 0.06 0.214STORY1 PG1 SYY Bottom 0.54 33.79 0.12 0.529STORY2 PG2 SYY Top 0.21 33.64 0.15 0.707STORY2 PG2 SYY Bottom 0.97 34.57 0.15 0.908STORY3 PG3 SYY Top 0.2 14.03 0.03 0.417STORY3 PG3 SYY Bottom 0.16 15.99 0.02 0.371

M2 M30.038 13.5340.115 42.5270.073 4.6470.079 39.6820.008 8.4940.012 7.802

Story Pier Load Loc P V2 V3STORY1 PA1 PM Top -17.53 -0.04 0.11STORY1 PA1 PM Bottom -19.8 0.29 0.13STORY1 PA1 PG Top -15.12 -0.05 0.09STORY1 PA1 PG Bottom -17.78 0.26 0.11STORY2 PA2 PM Top -10.4 0 0.2STORY2 PA2 PM Bottom -10.27 -0.32 0.41STORY2 PA2 PG Top -8.75 0.01 0.16STORY2 PA2 PG Bottom -9.43 -0.27 0.33STORY3 PA3 PM Top -3.97 -0.08 0STORY3 PA3 PM Bottom -2.59 0.08 0.02STORY3 PA3 PG Top -3.52 -0.06 0STORY3 PA3 PG Bottom -2.49 0.07 0.02STORY1 PG1 PM Top -21.15 -0.16 -0.23STORY1 PG1 PM Bottom -24.58 -0.62 -0.21STORY1 PG1 PG Top -18.15 -0.15 -0.18STORY1 PG1 PG Bottom -22.08 -0.5 -0.17STORY2 PG2 PM Top -12.56 -0.68 -0.42STORY2 PG2 PM Bottom -12.06 -0.85 -0.61STORY2 PG2 PG Top -10.41 -0.57 -0.33STORY2 PG2 PG Bottom -11.04 -0.69 -0.49STORY3 PG3 PM Top -3.84 -0.29 -0.01STORY3 PG3 PM Bottom -2.68 -0.34 -0.02STORY3 PG3 PG Top -3.4 -0.23 -0.01STORY3 PG3 PG Bottom -2.54 -0.29 -0.02STORY1 PD1 PM Top -17.97 0.15 0.01STORY1 PD1 PM Bottom -17.58 0.33 0.03STORY1 PD1 PG Top -14.84 0.12 0.01STORY1 PD1 PG Bottom -14.89 0.26 0.03STORY2 PD2 PM Top -10.98 0.57 -0.02STORY2 PD2 PM Bottom -8.13 0.63 0.11STORY2 PD2 PG Top -8.93 0.45 -0.02STORY2 PD2 PG Bottom -7.07 0.48 0.09STORY1 P101 PM Top -2.59 -0.05 0.05STORY1 P101 PM Bottom -3.24 -0.13 0.03STORY1 P101 PG Top -2.2 -0.04 0.04STORY1 P101 PG Bottom -2.93 -0.12 0.02STORY2 P102 PM Top -1.38 -0.27 0.06STORY2 P102 PM Bottom -1.12 -0.32 0.1STORY2 P102 PG Top -1.1 -0.22 0.05STORY2 P102 PG Bottom -1.05 -0.26 0.08STORY1 P61 PM Top -2.34 0.01 0.02STORY1 P61 PM Bottom -2.71 0.16 -0.02STORY1 P61 PG Top -1.98 0.01 0.01STORY1 P61 PG Bottom -2.37 0.14 -0.01STORY2 P62 PM Top -1.34 0.29 0.03STORY2 P62 PM Bottom -1.62 0.4 -0.04

STORY2 P62 PG Top -1.11 0.26 0.02STORY2 P62 PG Bottom -1.43 0.36 -0.04

T M2 M3-0.434 -0.185 9.034-0.031 0.105 10.033-0.346 -0.148 7.885-0.028 0.086 8.798-0.547 -0.284 5.886-0.473 0.354 9.231-0.444 -0.229 5.236-0.383 0.287 8.113

-0.01 -0.01 3.376-0.022 0.015 4.655-0.009 -0.008 3.103-0.018 0.013 4.234

-0.75 0.332 -9.1010.278 -0.143 -14.97

-0.612 0.264 -9.2480.233 -0.115 -13.955

-0.624 0.494 0.877-0.037 -0.533 -16.882-0.492 0.395 -0.652-0.021 -0.426 -15.143-0.014 0.014 6.6940.007 -0.019 1.262

-0.013 0.012 5.8710.007 -0.016 1.262

-0.024 -0.033 -2.007-0.012 0.026 -1.622-0.021 -0.027 -1.573-0.009 0.021 -1.3-0.022 -0.066 -1.049-0.043 0.097 -0.069-0.019 -0.055 -0.731-0.033 0.08 -0.0240.005 -0.047 -0.491

-0.003 0.018 -0.4090.003 -0.037 -0.398

-0.002 0.014 -0.3310.023 -0.067 -0.267

-0.026 0.069 -0.180.018 -0.053 -0.218

-0.021 0.055 -0.144-0.019 0.006 -0.1520.005 -0.012 -0.095

-0.015 0.005 -0.1340.004 -0.01 -0.081

-0.022 0.01 -0.2580.001 -0.036 -0.028

-0.018 0.008 -0.230.001 -0.03 -0.023

Story Item Load Point X Y Z DriftXSTORY1 Max Drift X SXX 1 0 4.5 2.5 0.000794STORY1 Max Drift Y SXX 3 4.5 0 2.5STORY1 Max Drift X SYY 4 4.5 4.5 2.5 0.000001STORY1 Max Drift Y SYY 4 4.5 4.5 2.5

DriftY

0.000001

0.000027

Story Pier Load Loc P V2 V3 TSTORY1 P61 PG Top -2.05 0.01 0.01 -0.015STORY1 P61 PG Bottom -2.46 0.12 -0.01 0.004STORY2 P62 PG Top -1.11 0.25 0.02 -0.019STORY2 P62 PG Bottom -1.55 0.31 -0.04 0.001

M2 M30.005 -0.119

-0.009 -0.0750.008 -0.22-0.03 -0.026

Story Pier Load Loc P V2 V3 TSTORY1 PA48-A-1 PM Top -11.79 -0.25 0.02 0.028STORY1 PA48-A-1 PM Bottom -13.25 0.68 0.08 -0.012STORY2 PA48-A-2 PM Top -7.05 -0.51 0.06 0.041STORY2 PA48-A-2 PM Bottom -7.23 -0.58 0.2 -0.012STORY3 PA48-A-3 PM Top -2.8 -0.31 0 0.008STORY3 PA48-A-3 PM Bottom -2.04 -0.12 0.01 -0.003

M2 M3-0.087 1.0730.063 1.027

-0.139 1.1150.191 0.866

-0.005 1.0290.008 0.769

Story Pier Load Loc P V2 V3 TSTORY1 P101 PM Top -2.62 -0.08 0.06 0.006STORY1 P101 PM Bottom -3.3 -0.16 0.03 -0.002STORY1 P101 PG Top -2.24 -0.07 0.04 0.005STORY1 P101 PG Bottom -2.99 -0.14 0.02 -0.001STORY2 P102 PM Top -1.39 -0.28 0.06 0.028STORY2 P102 PM Bottom -1.13 -0.33 0.1 -0.025STORY2 P102 PG Top -1.1 -0.23 0.04 0.023STORY2 P102 PG Bottom -1.06 -0.27 0.08 -0.019STORY1 P61 PM Top -2.44 0 0.02 -0.019STORY1 P61 PM Bottom -2.85 0.13 -0.01 0.004STORY1 P61 PG Top -2.07 0.01 0.01 -0.016STORY1 P61 PG Bottom -2.49 0.11 -0.01 0.003STORY2 P62 PM Top -1.33 0.28 0.03 -0.022STORY2 P62 PM Bottom -1.77 0.33 -0.04 -0.001STORY2 P62 PG Top -1.11 0.25 0.02 -0.018STORY2 P62 PG Bottom -1.57 0.3 -0.03 -0.001

M2 M3-0.047 -0.4850.018 -0.418

-0.037 -0.3930.014 -0.338

-0.065 -0.2630.068 -0.187

-0.051 -0.2140.054 -0.1490.007 -0.132

-0.011 -0.0880.006 -0.116

-0.009 -0.0740.01 -0.245

-0.034 -0.0350.008 -0.218

-0.028 -0.028