6层住宅楼横向框架结构的计算分析表VIP专享

附表 附表 1 横向框架梁内力组合表(单位：弯矩：kN.m,剪力 kN)层次梁号截面内力恒荷载活荷载雪荷载风荷载地震作用调 幅 后恒荷载调 幅 后活荷载调 幅 后雪荷载1.2 恒+1.4 活+1.4×0.6风1.2 恒+1.4 风+1.4×0.7活1.35 恒 +1.4× （ 0.7活+0.6 风）1.0 恒±1.4 风γRE[1.2 （ 恒 +0.5活）±1.3 地震]γRE[1.0 （ 恒 +0.5活）±1.3 地震]Mmax Vmax调到柱边的弯矩 MV=γRE[ηVB(Mlb+Mrb)/ln+VGb]左右左右左右左右左右左右左右左右 地层CB跨左端M-24.5-0.8-0.713.8-17.339.4-39.3-20.83-0.68-0.60-14.35-40.47-6.34-49.88-17.19-43.31-1.51-45.0519.37-57.3722.54-54.19-57.3753.3936.56V54.9-0.3-0.1-4.65.8-13.113.154.90-0.10-0.1061.8870.6159.3473.9070.1578.8948.4663.0236.5962.1428.3753.9178.89跨中M20.400000025.530.000.0030.6430.6430.6430.6434.4734.4725.5325.5322.9822.9819.1519.1534.47 右端M-43.9-0.6-0.4-13.316.7-3838-37.32-0.51-0.34-56.66-31.46-63.90-21.90-62.05-36.85-55.94-13.94-70.863.24-65.238.87-70.8671.28V54.9-0.2-0.1-4.65.8-13.113.154.90-0.10-0.1061.8870.6159.3473.9070.1578.8948.4663.0236.5962.1428.3753.9178.89BA跨左端M-17.5-0.3-0.614.6-1842.1-42.4-14.88-0.26-0.51-5.94-33.832.34-44.14-8.07-35.965.57-40.9227.55-54.8429.80-52.59-54.8463.5333.13V18.60.10.2-5.67.116.116.218.600.200.2017.9028.5614.6832.4620.6031.2710.7628.5432.5332.6329.7229.8232.63跨中M8.20000009.600.000.0011.5211.5211.5211.5212.9612.969.609.608.648.647.207.2012.96 右端M-1.2-0.4-0.5-15.119.2-43.543.6-1.02-0.34-0.43-14.3814.43-22.7025.32-14.3914.42-22.1625.86-43.4841.44-43.3141.62-43.4839.37V-46.1-0.2-0.1-5.67.116.116.2-46.10-0.10-0.10-60.16-49.50-63.26-45.48-67.04-56.37-53.94-36.16-25.84-25.74-18.92-18.82-63.26小棚层CB跨左端M-60.2-16.7-16.616.7-21.51.1-51-51.17-14.20-14.11-67.25-99.34-51.94-105.4-68.96-101.0-27.79-81.27-2.62-102.16.12-93.43-105.4288.380.34V108.625.625.5-5.67.21717108.6025.5025.50161.32172.07147.47165.39166.90177.65100.76118.68125.79125.79107.59107.59177.65跨中M48.512.812.8000061.0515.3615.3694.7694.7688.3188.3197.4797.4761.0561.0561.8661.8651.5551.5597.47 右端M-107.-27.8-27.9-16.120.8-49.449.4-9...