DATOS EXTRAIDOS DEL ETABS

ANALISIS ESTATICO

TABLE: Story ForcesStory Load Case/ComboLocation P VX VY T MX

tonf tonf tonf tonf-cm tonf-cmSTORY5 SXXESTATICOTop 0 -43.2784 0 44273.706 0STORY5 SXXESTATICOBottom 0 -43.2784 0 44273.706 0STORY5 SYYESTATICOTop 0 0 -43.2784 -18528.597 0STORY5 SYYESTATICOBottom 0 0 -43.2784 -18528.597 11252.382STORY4 SXXESTATICOTop 0 -92.2461 0 94065.475 0STORY4 SXXESTATICOBottom 0 -92.2461 0 94065.475 0STORY4 SYYESTATICOTop 0 0 -92.2461 -39389.944 11252.382STORY4 SYYESTATICOBottom 0 0 -92.2461 -39389.944 35236.371STORY3 SXXESTATICOTop 0 -130.6672 0 133357.155 0STORY3 SXXESTATICOBottom 0 -130.6672 0 133357.155 0STORY3 SYYESTATICOTop 0 0 -130.6672 -55864.789 35236.371STORY3 SYYESTATICOBottom 0 0 -130.6672 -55864.789 69209.833STORY2 SXXESTATICOTop 0 -158.3206 0 161678.532 0STORY2 SXXESTATICOBottom 0 -158.3206 0 161678.532 0STORY2 SYYESTATICOTop 0 0 -158.3206 -67810.9 69209.833STORY2 SYYESTATICOBottom 0 0 -158.3206 -67810.9 110373.19STORY1 SXXESTATICOTop 0 -175.6069 0 179496.865 0STORY1 SXXESTATICOBottom 0 -175.6069 0 179496.865 0STORY1 SYYESTATICOTop 0 0 -175.6069 -75257.447 110373.19STORY1 SYYESTATICOBottom 0 0 -175.6069 -75257.447 177103.827

CORTANTE EN LOS MUROS

TABLE: Pier ForcesStory Pier Load Case/Combo Location P V2 V3 T

tonf tonf tonf tonf-cmSTORY1 PL-6AX SXXESTATICOTop 88.5818 48.9429 0.2183 3.216STORY1 PL-6AX SXXESTATICOBottom 88.5818 48.9429 0.2183 3.216STORY1 PL-6CX SXXESTATICOTop -66.4071 45.7759 -0.2898 8.078STORY1 PL-6CX SXXESTATICOBottom -66.4071 45.7759 -0.2898 8.078STORY1 PL-1CX SXXESTATICOTop -53.4347 64.1709 0.635 29.008STORY1 PL-1CX SXXESTATICOBottom -53.4347 64.1709 0.635 29.008

TABLE: Pier ForcesStory Pier Load Case/ComboLocation P V2 V3 T

tonf tonf tonf tonf-cm

STORY1 PL-2AY SYYESTATICOTop 5.9083 36.4886 0.1516 1.447STORY1 PL-2AY SYYESTATICOBottom 5.9083 36.4886 0.1516 1.447STORY1 PL-2CY SYYESTATICOTop 5.3811 38.6754 -0.1651 2.414STORY1 PL-2CY SYYESTATICOBottom 5.3811 38.6754 -0.1651 2.414STORY1 PL-4AY SYYESTATICOTop -29.4058 43.5177 -0.1229 -4.803STORY1 PL-4AY SYYESTATICOBottom -29.4058 43.5177 -0.1229 -4.803STORY1 PL-4CY SYYESTATICOTop -42.0681 44.3496 0.1281 7.598STORY1 PL-4CY SYYESTATICOBottom -42.0681 44.3496 0.1281 7.598

ANALISIS DINAMICO

TABLE: Story ForcesStory Load Case/ComboLocation P VX VY T MX

tonf tonf tonf tonf-cm tonf-cmSTORY5 SDX Max Top 0 39.7053 2.0071 32166.734 0STORY5 SDX Max Bottom 0 39.7053 2.0071 32166.734 521.847STORY5 SDY Max Top 0 1.6394 39.2131 14720.496 0STORY5 SDY Max Bottom 0 1.6394 39.2131 14720.496 10195.412STORY4 SDX Max Top 0 80.5402 4.1998 65086.186 521.847STORY4 SDX Max Bottom 0 80.5402 4.1998 65086.186 1612.202STORY4 SDY Max Top 0 3.5299 79.6264 29589.67 10195.412STORY4 SDY Max Bottom 0 3.5299 79.6264 29589.67 30730.771STORY3 SDX Max Top 0 111.0182 5.793 89818.016 1612.202STORY3 SDX Max Bottom 0 111.0182 5.793 89818.016 3113.225STORY3 SDY Max Top 0 5.0202 110.2203 40860.703 30730.771STORY3 SDY Max Bottom 0 5.0202 110.2203 40860.703 58927.146STORY2 SDX Max Top 0 131.3651 6.794 106439.72 3113.225STORY2 SDX Max Bottom 0 131.3651 6.794 106439.72 4870.815STORY2 SDY Max Top 0 6.0574 131.3506 48707.436 58927.146STORY2 SDY Max Bottom 0 6.0574 131.3506 48707.436 92364.958STORY1 SDX Max Top 0 142.0149 7.2684 115361.583 4870.815STORY1 SDX Max Bottom 0 142.0149 7.2684 115361.583 7620.779STORY1 SDY Max Top 0 6.587 142.998 53083.33 92364.958STORY1 SDY Max Bottom 0 6.587 142.998 53083.33 145635.699

SXX DINAMICO/SXXESTATICO = 80.8709111 CUMPLE

SYY DINAMICO/SYYESTATICO = 81.430741 CUMPLE

MYtonf-cm

0-11252.382

00

-11252.382-35236.371

00

-35236.371-69209.833

00

-69209.833-110373.19

00

-110373.19 Vx-x estatico = 175.6069-177103.827 Vy-y estatico = 175.6069

00

M2 M3 Aporte de los muros en el eje X-X son: PL 6AX , PL 6CX , PL 1CXtonf-cm tonf-cm

-67.246 2330.489 VX-X muros = 158.889715.723 20928.782

80.67 3107.446 % que toma = 90.4803285 > 90%-29.446 20502.292

-153.599 5049.122 CUMPLE87.705 29434.06

M2 M3 Aporte de los muros en el eje Y-Y son: PL 2AY, PL 4AY , PL 4CYtonf-cm tonf-cm

-40.737 1017.033 VY-Y muros = 163.031316.87 14882.697

39.503 909.73 % que toma = 92.838778 > 90%-23.253 15606.39732.617 -711.394 CUMPLE-14.07 15825.318

-30.955 -486.68217.718 16366.176

MYtonf-cm

010323.391

0426.251

10323.39131081.407

426.2511341.57

31081.40759550.148

1341.572638.636

59550.14893134.147

2638.6364198.961 Vx-x dinamico = 142.0149

93134.147 Vy-y dinamico = 142.998146237.513

4198.9616682.257