地震作用下梁的組合

用于承載力計算的框架梁考慮地震作用效應(yīng)與其他荷載效應(yīng)的基本組合表,,,,,,,,,,,

梁號,截面,內(nèi)力,重力荷載代表值,水平地震作用,,Mmax及相應(yīng)的V,,左Mmax及相應(yīng)的V,,右Mmax及相應(yīng)的V,

,,,①,②-左,③-右,組合項目,組合值,組合項目,組合值,組合項目,組合值

WL-AB,左,M,-93.71,55.76,-55.76,,,1.2①+1.3③,-138.71,1.０①+1.3②,-15.92

,,V,115.42,,,,,,94.76,,

,中,M,224.45,25.35,-25.35,1.2①+1.3②,226.72,,,,

,,V,-22.91,,,,,,,,

,右,M,-251.76,-35.48,35.48,,,1.０①+1.3③,-154.23,1.2①+1.3②,-261.18

,,V,-161.24,,,,,,,,-190.00

WL-BC,左,M,-238.13,35.48,-35.48,,,1.2①+1.3③,-248.91,1.０①+1.3②,-144.00

,,V,143.98,,,,,,150.89,,

,中,M,119.00,11.83,-11.83,1.2①+1.3②,118.63,,,,

,,V,5.65,,,,,,,,

,右,M,-199.16,-35.48,35.48,,,1.０①+1.3③,-114.78,1.2①+1.3②,-213.84

,,V,-132.68,,,,,,,,-127.62

1層KL-AB,左,M,-110.87,189.94,-189.94,1.０①+1.3②,102.04,1.2①+1.3③,-284.97,1.０①+1.3②,102.04

,,V,107.26,,,,,,142.56,,

,中,M,174.05,86.65,-86.65,1.2①+1.3②,241.13,,,,

,,V,-15.60,,,,,,,,

,右,M,-218.52,-119.96,119.96,1.０①+1.3③,-280.85,1.０①+1.3③,-46.93,1.2①+1.3②,-313.63

,,V,-138.46,,,,,,,,-207.42

1層KL-BC,左,M,-204.57,119.96,-119.96,1.０①+1.3②,-36.47,1.2①+1.3③,-301.07,1.０①+1.3②,-36.47

,,V,127.06,,,,,,167.72,,

,中,M,102.27,39.99,-39.99,1.2①+1.3②,131.03,,,,

,,V,3.18,,,,,,,,

,右,M,-182.65,-119.96,119.96,1.０①+1.3③,-253.95,1.０①+1.3③,-20.03,1.2①+1.3②,-281.35

,,V,-120.70,,,,,,,,-154.63

,,,,,,,,,,,,

用于承載力計算的框架梁考慮地震作用效應(yīng)與其他荷載效應(yīng)的基本組合表,,,,,,,,,,,

梁號,截面,內(nèi)力,重力荷載代表值,水平地震作用,,左|V|max及相應(yīng)的M,,右|V|max及相應(yīng)的M,,,

,,,①,②-左,③-右,組合項目,組合值,組合項目,組合值,,

WL-AB,左,M,-93.71,55.76,-55.76,1.2①+1.3③,-138.71,1.0①+1.3②,-15.92,,

,,V,115.42,,,,94.76,,,,

,中,M,224.45,25.35,-25.35,,,,,,

,,V,-22.91,,,,,,,,

,右,M,-251.76,-35.48,35.48,1.0①+1.3③,-154.23,1.2①+1.3②,-261.18,,

,,V,-161.24,,,,,,-190.00,,

WL-BC,左,M,-238.13,35.48,-35.48,1.2①+1.3③,-248.91,1.0①+1.3②,-144.00,,

,,V,143.98,,,,150.89,,,,

,中,M,119.00,11.83,-11.83,,,,,,

,,V,5.65,,,,,,,,

,右,M,-199.16,-35.48,35.48,1.0①+1.3③,-114.78,1.2①+1.3②,-213.84,,

,,V,-132.68,,,,,,-127.62,,

1層KL-AB,左,M,-110.87,189.94,-189.94,1.2①+1.3③,-284.97,1.0①+1.3②,102.04,,

,,V,107.26,,,,142.56,,,,

,中,M,174.05,86.65,-86.65,,,,,,

,,V,-15.60,,,,,,,,

,右,M,-218.52,-119.96,119.96,1.0①+1.3③,-46.93,1.2①+1.3②,-313.63,,

,,V,-138.46,,,,,,-207.42,,

1層KL-BC,左,M,-204.57,119.96,-119.96,1.2①+1.3③,-301.07,1.0①+1.3②,-36.47,,

,,V,127.06,,,,167.72,,,,

,中,M,102.27,39.99,-39.99,,,,,,

,,V,3.18