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白城 办公楼 结构 施工 设计

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附录3 框架梁内力组合表层层次次梁梁编编号号截截面面位位置置内内力力恒恒荷荷载载活活荷荷载载左左风风右右风风左左地地震震右右地地震震1.351.35恒恒+ +活活组组恒恒+ +风风+ +活活组组恒恒+ +活活+ +风风组组重重力力+ +地地震震危危险险内内力力的的设设计计值值考考虑虑抗抗震震调调整整系系数数调调整整后后危危险险内内力力设设计计值值强强剪剪弱弱弯弯最最终终1.35+1.41.35+1.4*0.7*0.71.2+0.7*1.2+0.7*1.4+1.41.4+1.41.2+1.41.2+1.4*0.7+1.*0.7+1.441.2+1.41.2+1.4*+1.4*0*+1.4*0.6.61.2+1.41.2+1.4*+1.4*0*+1.4*0.6.61.2(+0.1.2(+0.5)+1.35)+1.31.2(+0.1.2(+0.5)+1.35)+1.3【1.2(+0.1.2(+0.5)+1.35)+1.3】*RE*RE【1.2(+0.1.2(+0.5)+1.35)+1.3】*RE*RE危危险险内内力力设设计计值值顶顶层层A9-B9A9-B9左左支支座座M/kNmM/kNm-71.46-71.46-6.54-6.5410.1410.14-10.14-10.1425.2625.26-25.26-25.26-102.88-102.88-77.97-77.97-106.36-106.36-86.39-86.39-103.43-103.43-56.84-56.84-122.51-122.51122.51122.51-42.63-42.63-91.89-91.89106.36106.361 10 06 6. .3 36 6V/kNV/kN84.1484.145.705.70-2.13-2.132.132.13-5.31-5.315.315.31119.18119.18103.57103.57109.54109.54107.16107.16110.74110.7497.4997.49111.29111.29119.18119.1882.8682.8694.6094.60119.18119.18138.84138.841 13 38 8. .8 84 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