Calculo de Cargas
6
Oscar Eduardo Monroy Díaz 3 de octubre de 2015 - 2do avance Aux. CIV 209 CI 4 8 8 7 9 3 3 1 2 3 4 5 6 7 1 3.3 2 3.3 3 4.8 4 5.4 5 4.9 6 A B C D E F (m) 6.9 7.8 8.7 6.8 6.8 Nivel 1: LOSA MACIZA 1D: (KN/m2) G losa= 0,14x 25= 3.5 Gcontrapiso= 0,03x 22= 0.66 ∑ 4.16 Q losa= 4= 4 Franja 1; nivel 1: por Caquot Carga (sea G ó Q) Carga Apoyo θi θd 1 2 3 4 5 3.3 3.3 4.8 5.4 G 3 -3.189 9.815 4 -9.815 27.294 R4(G ó Q) Q 3 -3.067 9.437 4 -9.437 26.444 Franja 2; nivel 1: Carga (sea G ó Q) # # # 3.3 3.3 4.8 5.4 4.9 por Caquot Carga Apoyo θi θd R4(G ó Q) G 3 -3.189 9.815 4 -9.815 13.974 5 -13.974 20.394 Q 3 -3.067 9.437 4 -9.437 13.436 Franja 3;nivel 1 5 -13.437 19.608 Carga (sea G ó Q) 4 5 6 por Caquot Carga Apoyo θi θd 5.4 4.9 G 5 -27.294 20.392 1 2 3
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cargas en losas unidireccionales de HA
Transcript of Calculo de Cargas
Oscar Eduardo Monroy Díaz3 de octubre de 2015 - 2do avance Aux. CIV 209
CI 4 8 8 7 9 3 3 1 2 3 4 5 6 7
1
3.32
3.33
4.84
5.45
4.96
A B C D E F (m)6.9 7.8 8.7 6.8 6.8
Nivel 1:LOSA MACIZA 1D: (KN/m2)
G losa= 0,14x 25= 3.5Gcontrapiso= 0,03x 22= 0.66
∑ 4.16Q losa= 4= 4
Franja 1; nivel 1:por Caquot
Carga (sea G ó Q) Carga Apoyo θi θd M(KN/m) R4(KN/m)1 2 3 4 5
3.3 3.3 4.8 5.4 G 3 -3.189 9.815 -5.669 11.1660834 -9.815 27.294 -11.343 12.282741
∑ 23.448824R4(G ó Q) Q 3 -3.067 9.437 -5.116 9.2158333
4 -9.437 26.444 -10.952 12.828148∑ 22.043981
Franja 2; nivel 1:
Carga (sea G ó Q)1 2 3 4 5 6
3.3 3.3 4.8 5.4 4.9por Caquot
Carga Apoyo θi θd M(KN/m) R4(KN/m)R4(G ó Q)
G 3 -3.189 9.815 -5.669 11.1660834 -9.815 13.974 -11.343 12.2827415 -13.974 20.394 -10.522 10.359551
∑ 33.808375Q 3 -3.067 9.437 -5.116 10.815833
4 -9.437 13.436 -10.952 11.880741Franja 3;nivel 1 5 -13.437 19.608 -10.121 9.9695918
∑ 32.666166
Carga (sea G ó Q)4 5 6 por Caquot
Carga Apoyo θi θd M(KN/m) R4(KN/m)5.4 4.9
G 5 -27.294 20.392 -13.07 13.65237
1 2
3
Oscar Eduardo Monroy Díaz3 de octubre de 2015 - 2do avance Aux. CIV 209
Q 5 -26.244 19.608 -12.569 13.127593R4(G ó Q)
Nivel 2:LOSA MACIZA 1D: (KN/m2)
G losa= 0,14x 25= 3.5Gcontrapiso= 0,03x 22= 0.66Gparquet= 0,05x0,5= 0.025Gcielo falso= 1,5= 1.5
∑ 5.685Q losa= 2,5= 2.5
Franja 1; nivel 2:por Caquot
Carga (sea G ó Q) Carga Apoyo θi θd M(KN/m) R4(KN/m)1 2 3 4 5
3.3 3.3 4.8 5.4 G 3 -4.358 13.413 -7.742 15.260254 -13.413 37.3 -15.5 16.786167
∑ 32.046417R4(G ó Q) Q 3 -1.917 5.898 -3.405 6.71
4 -5.898 16.403 -6.813 7.3811111∑ 14.091111
Franja 2; nivel 1:
Carga (sea G ó Q)1 2 3 4 5 6
3.3 3.3 4.8 5.4 4.9por Caquot
Carga Apoyo θi θd M(KN/m) R4(KN/m)R4(G ó Q)
G 3 -4.358 13.413 -7.742 15.260254 -13.413 37.3 -15.5 16.7861675 -19.097 27.868 -14.384 14.156005
∑ 46.202422Q 3 -1.917 5.898 -3.405 6.71
4 -5.898 16.403 -6.813 7.3811111Franja 3;nivel 1 5 -8.398 12.255 -6.326 6.2243878
∑ 20.315499
Carga (sea G ó Q)4 5 6 por Caquot
Carga Apoyo θi θd M(KN/m) R4(KN/m)5.4 4.9
G 5 -38 27.868 -18.234 18.726167Q 5 -16.403 12.255 -7.857 8.205
R4(G ó Q)
Oscar Eduardo Monroy Díaz3 de octubre de 2015 - 2do avance Aux. CIV 209
Nivel 3: 1Cargas iguales
3.3 que el 2do nivel2
3.33
4.84
5.45
4.96
D E F(m) 6.8 6.8
Franja 2; nivel 3:
Carga (sea G ó Q)1 2 3 4 5 6
3.3 3.3 4.8 5.4 4.9por Caquot
Carga Apoyo θi θd M(KN/m) R4(KN/m)R4(G ó Q)
G 3 -3.189 9.815 -5.669 14.8260834 -9.815 13.974 -11.343 16.4002415 -13.974 20.394 -10.522 14.095801
∑ 45.322125Q 3 -3.067 9.437 -5.116 7.2158333
4 -9.437 13.436 -10.952 7.8307407Franja 3;nivel 1 5 -13.437 19.608 -10.121 6.2945918
∑ 21.341166
Carga (sea G ó Q)4 5 6 por Caquot
Carga Apoyo θi θd M(KN/m) R4(KN/m)5.4 4.9
G 5 -38 27.868 -18.234 18.726167Q 5 -16.403 12.255 -7.857 3.1428
R4(G ó Q)
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