Combinaciones de Carga usadas para el Diseno por Resistencia - ASCE 7-05 (2.3.2)

Efectos de la Carga Sismica - ASCE 7-05 (12.4)

→ Se usa con la combinacion 3

→ Se usa con la combinacion 4

ρ = 1.00Sds = 1.36Reduccion de L = 0.5

E = 1 Qe + 0.272 DE = 1 Qe - 0.272 D

U = 1.472 D +/- 1 Qe + 0.5 L → Combinacion 3U = 0.928 D +/- 1 Qe + 0.5 L

U = 1.172 D +/- 1 Qe → Combinacion 4U = 0.628 D +/- 1 Qe

QE = los efectos de las fuerzas sismicas horizontales de V y Fp, dichos efectos resultan de la aplicacion de las fuerzas horizontales de manera simultanea en cada uno de las direcciones

*Se puede usar 0.5 L cuando para todas las ocupaciones en las cuales Lo en la tabla 4-1 es menor o igual a 100psf (4,79KN/m^2), con la excepcion de garajes o areas de reunion publica

𝐸=𝐸_ℎ+𝐸_𝑣𝐸=𝐸_ℎ−𝐸_𝑣𝐸_ℎ=𝜌𝑄_𝐸𝐸_𝑣=0.2𝑆_𝐷𝑆 𝐷

1.-𝑈=1.4𝐷2.-𝑈=1.2𝐷+1.6𝐿3.-𝑈=1.2𝐷+𝐿+1.0𝐸 4.-𝑈=0.9𝐷+1.0𝐸

𝐸=𝜌𝑄_𝐸+0.2𝑆_𝐷𝑆 𝐷𝐸=𝜌𝑄_𝐸−0.2𝑆_𝐷𝑆 𝐷

, dichos efectos resultan de la aplicacion de las

*Se puede usar 0.5 L cuando para todas las ocupaciones en las cuales Lo en la tabla 4-1 es menor o igual a

Peso Propio - Case Number = 1Carga Muerta - Case Number = 2Carga Viva - Case Number = 3Sismo en X - Case Number = 5Sismo en Y - Case Number = 6Sobrecarga del suelo - Case Number = 7

Name Case Coef Case Coef Case Coef Case Coef Case Coef1-ULS 1 1.40 2 1.40 7 1.002-ULS 1 1.20 2 1.20 3 1.60 7 1.00

3.1-ULS 1 1.47 2 1.47 3 0.50 5 1.00 6 0.30 7 1.003.2-ULS 1 1.47 2 1.47 3 0.50 5 1.00 6 -0.30 7 1.003.3-ULS 1 1.47 2 1.47 3 0.50 5 -1.00 6 0.30 7 1.003.4-ULS 1 1.47 2 1.47 3 0.50 5 -1.00 6 -0.30 7 1.003.5-ULS 1 1.47 2 1.47 3 0.50 5 0.30 6 1.00 7 1.003.6-ULS 1 1.47 2 1.47 3 0.50 5 -0.30 6 1.00 7 1.003.7-ULS 1 1.47 2 1.47 3 0.50 5 0.30 6 -1.00 7 1.003.8-ULS 1 1.47 2 1.47 3 0.50 5 -0.30 6 -1.00 7 1.003.9-ULS 1 0.93 2 0.93 3 0.50 5 1.00 6 0.30 7 1.00

3.10-ULS 1 0.93 2 0.93 3 0.50 5 1.00 6 -0.30 7 1.003.11-ULS 1 0.93 2 0.93 3 0.50 5 -1.00 6 0.30 7 1.003.12-ULS 1 0.93 2 0.93 3 0.50 5 -1.00 6 -0.30 7 1.003.13-ULS 1 0.93 2 0.93 3 0.50 5 0.30 6 1.00 7 1.003.14-ULS 1 0.93 2 0.93 3 0.50 5 -0.30 6 1.00 7 1.003.15-ULS 1 0.93 2 0.93 3 0.50 5 0.30 6 -1.00 7 1.003.16-ULS 1 0.93 2 0.93 3 0.50 5 -0.30 6 -1.00 7 1.004.1-ULS 1 1.17 2 1.17 5 1.00 6 0.30 7 1.004.2-ULS 1 1.17 2 1.17 5 1.00 6 -0.30 7 1.004.3-ULS 1 1.17 2 1.17 5 -1.00 6 0.30 7 1.004.4-ULS 1 1.17 2 1.17 5 -1.00 6 -0.30 7 1.004.5-ULS 1 1.17 2 1.17 5 0.30 6 1.00 7 1.004.6-ULS 1 1.17 2 1.17 5 -0.30 6 1.00 7 1.004.7-ULS 1 1.17 2 1.17 5 0.30 6 -1.00 7 1.004.8-ULS 1 1.17 2 1.17 5 -0.30 6 -1.00 7 1.004.9-ULS 1 0.63 2 0.63 5 1.00 6 0.30 7 1.00

4.10-ULS 1 0.63 2 0.63 5 1.00 6 -0.30 7 1.004.11-ULS 1 0.63 2 0.63 5 -1.00 6 0.30 7 1.004.12-ULS 1 0.63 2 0.63 5 -1.00 6 -0.30 7 1.004.13-ULS 1 0.63 2 0.63 5 0.30 6 1.00 7 1.004.14-ULS 1 0.63 2 0.63 5 -0.30 6 1.00 7 1.004.15-ULS 1 0.63 2 0.63 5 0.30 6 -1.00 7 1.004.16-ULS 1 0.63 2 0.63 5 -0.30 6 -1.00 7 1.00

Peso Propio - Case Number = 1Carga Muerta - Case Number = 2Carga Viva - Case Number = 3Sismo en X - Case Number = 5Sismo en Y - Case Number = 6

Name Case Coef Case Coef Case Coef Case Coef Case Coef1 1 1.40 2 1.402 1 1.20 2 1.20 3 1.60

3.1 1 1.47 2 1.47 3 0.50 5 1.00 6 0.303.2 1 1.47 2 1.47 3 0.50 5 1.00 6 -0.303.3 1 1.47 2 1.47 3 0.50 5 -1.00 6 0.303.4 1 1.47 2 1.47 3 0.50 5 -1.00 6 -0.303.5 1 1.47 2 1.47 3 0.50 5 0.30 6 1.003.6 1 1.47 2 1.47 3 0.50 5 -0.30 6 1.003.7 1 1.47 2 1.47 3 0.50 5 0.30 6 -1.003.8 1 1.47 2 1.47 3 0.50 5 -0.30 6 -1.003.9 1 0.93 2 0.93 3 0.50 5 1.00 6 0.30

3.10 1 0.93 2 0.93 3 0.50 5 1.00 6 -0.303.11 1 0.93 2 0.93 3 0.50 5 -1.00 6 0.303.12 1 0.93 2 0.93 3 0.50 5 -1.00 6 -0.303.13 1 0.93 2 0.93 3 0.50 5 0.30 6 1.003.14 1 0.93 2 0.93 3 0.50 5 -0.30 6 1.003.15 1 0.93 2 0.93 3 0.50 5 0.30 6 -1.003.16 1 0.93 2 0.93 3 0.50 5 -0.30 6 -1.004.1 1 1.17 2 1.17 5 1.00 6 0.304.2 1 1.17 2 1.17 5 1.00 6 -0.304.3 1 1.17 2 1.17 5 -1.00 6 0.304.4 1 1.17 2 1.17 5 -1.00 6 -0.304.5 1 1.17 2 1.17 5 0.30 6 1.004.6 1 1.17 2 1.17 5 -0.30 6 1.004.7 1 1.17 2 1.17 5 0.30 6 -1.004.8 1 1.17 2 1.17 5 -0.30 6 -1.004.9 1 0.63 2 0.63 5 1.00 6 0.30

4.10 1 0.63 2 0.63 5 1.00 6 -0.304.11 1 0.63 2 0.63 5 -1.00 6 0.304.12 1 0.63 2 0.63 5 -1.00 6 -0.304.13 1 0.63 2 0.63 5 0.30 6 1.004.14 1 0.63 2 0.63 5 -0.30 6 1.004.15 1 0.63 2 0.63 5 0.30 6 -1.004.16 1 0.63 2 0.63 5 -0.30 6 -1.00

Peso Propio - Case Number = 1Carga Muerta - Case Number = 2Carga Viva - Case Number = 3Sismo en X - Case Number = 5Sismo en Y - Case Number = 6Viento en X - Case Number = 7Viento en Y - Case Number = 8

Name Case Coef Case Coef Case Coef Case Coef Case Coef1 1 1.40 2 1.402 1 1.20 2 1.20 3 1.60

3.1 1 1.47 2 1.47 3 0.50 5 1.00 6 0.303.2 1 1.47 2 1.47 3 0.50 5 1.00 6 -0.303.3 1 1.47 2 1.47 3 0.50 5 -1.00 6 0.303.4 1 1.47 2 1.47 3 0.50 5 -1.00 6 -0.303.5 1 1.47 2 1.47 3 0.50 5 0.30 6 1.003.6 1 1.47 2 1.47 3 0.50 5 -0.30 6 1.003.7 1 1.47 2 1.47 3 0.50 5 0.30 6 -1.003.8 1 1.47 2 1.47 3 0.50 5 -0.30 6 -1.003.9 1 0.93 2 0.93 3 0.50 5 1.00 6 0.30

3.10 1 0.93 2 0.93 3 0.50 5 1.00 6 -0.303.11 1 0.93 2 0.93 3 0.50 5 -1.00 6 0.303.12 1 0.93 2 0.93 3 0.50 5 -1.00 6 -0.303.13 1 0.93 2 0.93 3 0.50 5 0.30 6 1.003.14 1 0.93 2 0.93 3 0.50 5 -0.30 6 1.003.15 1 0.93 2 0.93 3 0.50 5 0.30 6 -1.003.16 1 0.93 2 0.93 3 0.50 5 -0.30 6 -1.004.1 1 1.17 2 1.17 5 1.00 6 0.304.2 1 1.17 2 1.17 5 1.00 6 -0.304.3 1 1.17 2 1.17 5 -1.00 6 0.304.4 1 1.17 2 1.17 5 -1.00 6 -0.304.5 1 1.17 2 1.17 5 0.30 6 1.004.6 1 1.17 2 1.17 5 -0.30 6 1.004.7 1 1.17 2 1.17 5 0.30 6 -1.004.8 1 1.17 2 1.17 5 -0.30 6 -1.004.9 1 0.63 2 0.63 5 1.00 6 0.30

4.10 1 0.63 2 0.63 5 1.00 6 -0.304.11 1 0.63 2 0.63 5 -1.00 6 0.304.12 1 0.63 2 0.63 5 -1.00 6 -0.304.13 1 0.63 2 0.63 5 0.30 6 1.004.14 1 0.63 2 0.63 5 -0.30 6 1.004.15 1 0.63 2 0.63 5 0.30 6 -1.004.16 1 0.63 2 0.63 5 -0.30 6 -1.00V3.1 1 1.2 2 1.2 3 1.6 7 0.5V3.2 1 1.2 2 1.2 3 1.6 8 0.5V4.1 1 1.2 2 1.2 3 1 7 1V4.2 1 1.2 2 1.2 3 1 8 1V6.1 1 0.9 2 0.9 7 1V6.2 1 0.9 2 0.9 8 1

Peso Propio - Case Number = 1Carga Muerta - Case Number = 2Carga Viva - Case Number = 3Sismo en X - Case Number = 5Sismo en Y - Case Number = 6

Name Case Coef Case Coef Case Coef Case Coef Case Coef1 1 1.00 2 1.00 0 1.002 1 1.00 2 1.00 3 1.00

3.1 1 1.27 2 1.27 3 0.75 5 0.52 6 0.163.2 1 1.27 2 1.27 3 0.75 5 0.52 6 -0.163.3 1 1.27 2 1.27 3 0.75 5 -0.52 6 0.163.4 1 1.27 2 1.27 3 0.75 5 -0.52 6 -0.163.5 1 1.27 2 1.27 3 0.75 5 0.16 6 0.523.6 1 1.27 2 1.27 3 0.75 5 0.16 6 -0.523.7 1 1.27 2 1.27 3 0.75 5 -0.16 6 0.523.8 1 1.27 2 1.27 3 0.75 5 -0.16 6 -0.523.9 1 0.73 2 0.73 3 0.75 5 0.52 6 0.16

3.10 1 0.73 2 0.73 3 0.75 5 0.52 6 -0.163.11 1 0.73 2 0.73 3 0.75 5 -0.52 6 0.163.12 1 0.73 2 0.73 3 0.75 5 -0.52 6 -0.163.13 1 0.73 2 0.73 3 0.75 5 0.16 6 0.523.14 1 0.73 2 0.73 3 0.75 5 0.16 6 -0.523.15 1 0.73 2 0.73 3 0.75 5 -0.16 6 0.523.16 1 0.73 2 0.73 3 0.75 5 -0.16 6 -0.524.1 1 0.87 2 0.87 5 0.70 6 0.214.2 1 0.87 2 0.87 5 0.70 6 -0.214.3 1 0.87 2 0.87 5 -0.70 6 0.214.4 1 0.87 2 0.87 5 -0.70 6 -0.214.5 1 0.87 2 0.87 5 0.21 6 0.704.6 1 0.87 2 0.87 5 0.21 6 -0.704.7 1 0.87 2 0.87 5 -0.21 6 0.704.8 1 0.87 2 0.87 5 -0.21 6 -0.704.9 1 0.33 2 0.33 5 0.70 6 0.21

4.10 1 0.33 2 0.33 5 0.70 6 -0.214.11 1 0.33 2 0.33 5 -0.70 6 0.214.12 1 0.33 2 0.33 5 -0.70 6 -0.214.13 1 0.33 2 0.33 5 0.21 6 0.704.14 1 0.33 2 0.33 5 0.21 6 -0.704.15 1 0.33 2 0.33 5 -0.21 6 0.704.16 1 0.33 2 0.33 5 -0.21 6 -0.70

Peso Propio - Case Number = 1Carga Muerta - Case Number = 2Carga Viva - Case Number = 3Sismo en X - Case Number = 5Sismo en Y - Case Number = 6Sobrecarga del suelo - Case Number = 7

Name Case Coef Case Coef Case Coef Case Coef Case Coef Case Coef1-S 1 1.00 2 1.00 7 1.002-S 1 1.00 2 1.00 3 1.00 7 1.00

3.1-S 1 1.27 2 1.27 3 0.75 5 0.52 6 0.16 7 1.003.2-S 1 1.27 2 1.27 3 0.75 5 0.52 6 -0.16 7 1.003.3-S 1 1.27 2 1.27 3 0.75 5 -0.52 6 0.16 7 1.003.4-S 1 1.27 2 1.27 3 0.75 5 -0.52 6 -0.16 7 1.003.5-S 1 1.27 2 1.27 3 0.75 5 0.16 6 0.52 7 1.003.6-S 1 1.27 2 1.27 3 0.75 5 0.16 6 -0.52 7 1.003.7-S 1 1.27 2 1.27 3 0.75 5 -0.16 6 0.52 7 1.003.8-S 1 1.27 2 1.27 3 0.75 5 -0.16 6 -0.52 7 1.003.9-S 1 0.73 2 0.73 3 0.75 5 0.52 6 0.16 7 1.00

3.10-S 1 0.73 2 0.73 3 0.75 5 0.52 6 -0.16 7 1.003.11-S 1 0.73 2 0.73 3 0.75 5 -0.52 6 0.16 7 1.003.12-S 1 0.73 2 0.73 3 0.75 5 -0.52 6 -0.16 7 1.003.13-S 1 0.73 2 0.73 3 0.75 5 0.16 6 0.52 7 1.003.14-S 1 0.73 2 0.73 3 0.75 5 0.16 6 -0.52 7 1.003.15-S 1 0.73 2 0.73 3 0.75 5 -0.16 6 0.52 7 1.003.16-S 1 0.73 2 0.73 3 0.75 5 -0.16 6 -0.52 7 1.004.1-S 1 0.87 2 0.87 5 0.70 6 0.21 7 1.004.2-S 1 0.87 2 0.87 5 0.70 6 -0.21 7 1.004.3-S 1 0.87 2 0.87 5 -0.70 6 0.21 7 1.004.4-S 1 0.87 2 0.87 5 -0.70 6 -0.21 7 1.004.5-S 1 0.87 2 0.87 5 0.21 6 0.70 7 1.004.6-S 1 0.87 2 0.87 5 0.21 6 -0.70 7 1.004.7-S 1 0.87 2 0.87 5 -0.21 6 0.70 7 1.004.8-S 1 0.87 2 0.87 5 -0.21 6 -0.70 7 1.004.9-S 1 0.33 2 0.33 5 0.70 6 0.21 7 1.00

4.10-S 1 0.33 2 0.33 5 0.70 6 -0.21 7 1.004.11-S 1 0.33 2 0.33 5 -0.70 6 0.21 7 1.004.12-S 1 0.33 2 0.33 5 -0.70 6 -0.21 7 1.004.13-S 1 0.33 2 0.33 5 0.21 6 0.70 7 1.004.14-S 1 0.33 2 0.33 5 0.21 6 -0.70 7 1.004.15-S 1 0.33 2 0.33 5 -0.21 6 0.70 7 1.004.16-S 1 0.33 2 0.33 5 -0.21 6 -0.70 7 1.00