Distorsiones Con Muros De Carga

Distorsiones Con Muros De Carga
C= | 0,4 | Qx=Qy= | 2 |

Nivel | hi | wi | wihi | Fi | Vi |
4 | 14 | 150 | 2100 | 44,2105263 | 44,21052632 |
3 | 11 | 150 | 1650 | 34,7368421 | 78,94736842 |
2 | 8 | 150 | 1200 | 25,2631579 | 104,2105263 |
1 | 5 | 150 | 750 | 15,7894737 | 120 |
| | 600 | 5700 | | |

hi |
300 |
300 |
300 |

sección de la columna 60x60cm | 60 | 60 |sección de la trabe 70x30cm | 70 | 30 |
cálculo de K |
columnas |
Kc5m | 2160 | cm^4 |
Kc3m | 3600 | cm^4 |
trabes |
KTh | 1429,166667 | cm^4 |
KTv | 1225 | cm^4 |

cálculo de rigideces |
| nivel 1 | | Nivel 2 | | nivel 3 | | azotea | |
Rigideces | valor | CD | valor | CD | valor | CD | valor | CD |
R1 | 0,166608671 | 37,6072706 | 0,25658806 | 33,9005092 | 0,266264151 |25,8974009 | 0,26626415 | 14,5025445 |
R2 | 0,166608671 | 37,6072706 | 0,25658806 | 33,9005092 | 0,266264151 | 25,8974009 | 0,26626415 | 14,5025445 |
R3 | 0,099204829 | 22,3927294 | 0,13778915 | 18,2047539 | 0,13958457 | 13,5762833 | 0,13958457 | 7,60271867 |
R4 | 0,099204829 | 22,3927294 | 0,13778915 | 18,2047539 | 0,13958457 | 13,5762833 | 0,13958457 | 7,60271867 |
RA | 0,105483088 |21,2300788 | 0,194242 | 22,4753451 | 0,158995654 | 13,3571568 | 0,15899565 | 6,75884414 |
RB | 0,245372529 | 49,3849606 | 0,35319603 | 40,8675906 | 0,390373444 | 32,7951058 | 0,44050836 | 18,7258411 |
RC | 0,245372529 | 49,3849606 | 0,35319603 | 40,8675906 | 0,390373444 | 32,7951058 | 0,44050836 | 18,7258411 |

centro de masas |
Xm= | 7,5 | m |
Ym= | 5,25 | m |

excentricidad |
|nivel 1 | nivel 2 | nivel 3 | azotea |
ecX | 0,02145413 | 0,30739001 | 0,37280986 | 0,37280986 |
ecY | -0,1076319 | -0,51456129 | -0,02650186 | 0,14477452 |
ex | 1,832181195 | 2,26108501 | 2,3592148 | 2,3592148 |
ey | -1,5076319 | -1,91456129 | -1,42650186 | -1,25522548 |

centro de rigidez |
| nivel 1 | nivel 2 | nivel 3 | azotea |
XR | 7,47854587 | 7,19260999 | 7,12719014 |7,12719014 |
YR | 5,357631896 | 5,76456129 | 5,27650186 | 5,10522548 |

momento torsionante |
| nivel 1 | nivel 2 | nivel 3 | azotea |
MTcX | -12,9158275 | -53,622703 | -2,09225174 | 6,40055759 |
MTcY | 2,574495571 | 32,0332744 | 29,4323577 | 16,4821203 |
MTx | -180,915827 | -199,51744 | -112,618568 | -55,4941793 |
MTy | 219,8617434 | 235,628859 | 186,2538 | 104,302128 |
Nivel 1
sismox | nivel 1 | | | | | | |
Eje | Rix | yi | Rix*yi | VD | yiT | Rix*yiT | Rix*yi^2T |
A | 0,105483088 | 14 | 1,47676323 | 21,2300788 | 8,642368104 | 0,91162368 | 7,87858737 |
B | 0,245372529 | 7 | 1,7176077 | 49,3849606 | 1,642368104 | 0,40299202 | 0,66186123 |
C | 1,093 | 0 | 0 | 49,3849606 | -5,3576319 | -5,85589166 | 31,3737119 |
  |   |   |   |   |   | SUMA | 39,9141606 |

Vtorsión |   | V total |   | Total | Deformación | Altura | Distorsión |
Vx | Vy | Vx | Vy | x+0.3y |   |   |   |
-0,11931431 | -0,02378277 | 21,206296 | -0,02378277 | 21,1991612 | 401,944266 | 500 | 0,80388853 |
-0,05274404 | -0,0105134 | 49,3744472 | -0,0105134 | 49,3712932 | 402,419076 | 500 | 0,80483815 |
0,76642553 | 0,15277063 | 49,5377312 | 0,15277063 | 49,5835624 | 90,7292999 |500 | 0,1814586 |
  |   | 120,118474 |   | 120,154017 |   |   |   |

  | Riy | xi | Riy*xi | VD | xiT | Riy*xiT | Riy*xi^2T |
1 | 0,166608671 | 0 | 0 | 37,6072706 | -7,47854587 | -1,24599059 | 9,31819777 |
2 | 0,166608671 | 6 | 0,99965203 | 37,6072706 | -1,47854587 | -0,24633856 | 0,36422286 |
3 | 0,099204829 | 12 | 1,19045795 | 22,3927294 | 4,52145413 | 0,44855009 | 2,02809864 |
4 |0,4251 | 18 | 7,6518 | 22,3927294 | 10,52145413 | 4,47267015 | 47,0589938 |
  |   |   |   |   |   | SUMA | 58,7695131 |
| | | | | | | |
V torsión |   | V total |   | Total | Deformación | Altura | Distorsión |
Vx | Vy | Vx | Vy | y+0.3x |   |   |   |
-0,16307662 | -0,03250586 | -0,16307662 | 37,5747648 | 37,5258418 | 450,466852 | 500 | 0,9009337 |
-0,03224106 | -0,00642657 |...