永久荷载(框架梁)

层号梁号截面左5KLA5B5五5KLB5C5中右左中左4KLA4B4四4KLB4C4中右左中左3KLA3B3三3KLB3C3中右左中左2KLA2B2二2KLB2C2中右左中左内力MVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMVMV 永久荷载效应控制的基本组恒载活载Mmax及相应的V①②组合项目组合值-50.59-4.1991.025.7496.625135.341.35①+1.4×0.7②-84.8-4.95-100.93-5.7-68.36-4.0129.141.69-47.37-2.79-66.681.35①+1.4×0.7②-93.93-14.22129.8321.52125.4221.17190.061.35①+1.4×0.7②-105.52-19.99-133.19-23.2-5172-18.4620.538.44-36.95-12.38-62.011.35①+1.4×0.7②-92.86-14.95129.4721.61125.2620.76189.451.35①+1.4×0.7②-106.91-20.09-133.55-23.12-50.59-18.4120.538.44-35.82-12.33-60.441.35①+1.4×0.7②-93.74-15.09129.5521.63124.6420.67188.521.35①+1.4×0.7②-107.28-20.03-133.47-23.09-50.33-18.420.538.44-35.56-12.32-60.081.35①+1.4×0.7②-82.31-13.12126.6821.361KLA1B1一1KLB1C1中右左中MVMVMVMV133.06-101.87-134.34-54.8420.53-40.721.741.35①+1.4×0.7②-19.95-23.35-18.728.44-12.641.35①+1.4×0.7②200.94-67.33基本组合（框架梁） KN（KM.M）Mmin及相应的V︱V︱max及相应的M组合项目组合值组合项目组合值-72.4-72.41.35①+1.4×0.7②128.51.35①+1.4×0.7②128.5-119.3-119.31.35①+1.4×0.7②-141.81.35①+1.4×0.7②-141.8-96.22-96.221.35①+1.4×0.7②40.9951.35①+1.4×0.7②40.995-140.7-140.71.35①+1.4×0.7②196.361.35①+1.4×0.7②196.36-162-1621.35①+1.4×0.7②-202.51.35①+1.4×0.7②-202.5-7000-70001.35①+1.4×0.7②67.8961.35①+1.4×0.7②35.987-140-1401.35①+1.4×0.7②195.961.35①+1.4×0.7②195.96-164-1641.35①+1.4×0.7②-2031.35①+1.4×0.7②-203-86.34-86.341.35①+1.4×0.7②35.9871.35①+1.4×0.7②35.987-141.3-141.31.35①+1.4×0.7②196.091.35①+1.4×0.7②196.09-164.5-164.51.35①+1.4×0.7②-202.81.35①+1.4×0.7②-202.8-85.98-85.981.35①+1.4×0.7②35.9871.35①+1.4×0.7②35.987-124-1241.35①+1.4×0.7②191.951.35①+1.4×0.7②191.95-157.1-157.11.35①+1.4×0.7②-204.21.35①+1.4×0.7②-204.2-92.38-92.381.35①+1.4×0.7②35.9871.35①+1.4×0.7②35.987