办公楼毕业设计内力组合.xlsx

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1、水平地震作用下AB跨梁控制截面内力层数54321表8-1-13 五 层 横 梁 内力组合 V1.94.387.379.5812.26构件名称 b0.50.50.50.50.55截面位置左端M3.417.8813.2717.2422.07内力种类 M2.946.7911.4314.8518.70竖向恒载右端M3.417.8813.2717.2422.07竖向活载 M2.946.7911.4314.8518.70风荷载（左）跨中M0.000.000.000.000.00风荷载（右）重力荷载代表值层数54321地震作用（左） b0.50.50.50.50.55地震作用（右）恒载M-19.16-16.

2、08-16.10-16.07-17.05内力组合V21.0816.2016.2016.2015.94M-13.89-12.03-12.05-12.02-12.67活载M-0.93-3.54-3.43-3.44-3.57 V0.873.493.493.493.43M-0.71-2.67-2.56-2.57-2.63重力荷载M-19.63-17.85-17.82-17.79-18.84V21.5217.9517.9517.9517.66M-14.25-13.36-13.33-13.30-13.98AB跨B跨 A右跨中B左B右跨中 MVMMVMVM-26.4853.1361.13-36.3656.8

3、9-13.8921.081.77 -2.873.963.76-3.174.08-0.710.870.2 7.91-2.132.48-2.94-2.136.4-1.90 -6.42.132.482.942.13-6.41.90-27.9155.1163.01-37.9458.93-14.2521.521.8734.31-9.263.27-27.76-9.2612.75-8.230 -34.319.26-3.2727.769.26-12.758.230 1.2恒+1.4+或+0.7活+1.4 风-43.5570.6280.51-50.8569.28-26.3228.812.321.2恒+1.4 活

4、+或+1.40.6风-41.1771.0980.70-50.5472.19-23.0428.112.40 1.35恒+0.71.4活-35.7575.6186.21-52.1980.80-19.4529.312.591.2重力+或+1.3水平 地震-78.1078.1779.86-81.6258.68-33.6836.522.241.4风-|或-|-1.0恒-15.4150.1557.66-32.2459.87-6.2118.421.771.3水平地 震-|或-|1.0重力荷 载16.6943.07 58.43-1.8570.972.33-10.82 1.87构件名称 截面位置 内力种类杆件名

5、称边柱中柱 截面位置上端下端剪力上端 内力种类MNMNVM 竖向恒载32.171572.62-16.091711.88-9.85-22.32 竖向活载6.38280.76-3.19420.02-1.95-4.27 风荷载-23.86-30.3243.54-30.3217.28-24.84（左） 风载（右 ）23.8630.32-43.5430.32-17.2824.84重力荷载35.361713.00-17.691921.89-10.83-24.46代表值 地震作 -86.62-139.36160.87-139.3650.51-93.15用（左）地震作86.62139.36-160.87139

6、.36-50.5193.15 用（右） 1.2恒+1.4+或+或+0.7活+1.4 风78.262204.74-83.392508.32-28.89-65.74+或+或+78.262204.74-83.392508.32-28.89-65.741.2恒+1.4 活+或+或+1.40.6风67.582305.68-60.352667.75-29.07-56.76+或+或+67.582305.68-60.352667.75-29.07-56.761.35恒+ +0.71.4活49.682398.18-24.852722.66-15.21-34.32 + 49.682398.18-24.852722

7、.66-15.21-34.32 1.2重力+或+或+1.3水平 地震155.042236.77-230.352487.44-78.65-150.44+或+或+ 155.042236.77-230.352487.44-78.65-150.441.4风-1.0恒+ -1.231530.1744.871669.4314.3412.46 1.3地震+ -1.0重力-77.251531.83191.451740.7254.8496.64maxMmaxNm axMmaxNmaxMmaxNmaxMmaxNminNminN下端剪力 NMNV1862.0511.162001.316.83420.52.14559

8、.761.31 11.8042.6611.8013.78-11.80-42.66-11.80-13.782072.3012.232281.197.4981.37172.9981.3754.31-81.37-172.99-81.37-54.312663.0775.212966.6628.772663.0775.212966.6628.772833.0752.223195.1521.612833.0752.223195.1521.612925.8617.163250.3310.502925.8617.163250.3310.502592.54239.562843.2179.592592.54239.562843.2179.591845.53-48.561984.79-12.461966.52-212.662175.41-63.12中柱 上端+或+或+或+或+或+或+