【《某工程结构设计中的内力组合案例》3800字】

建筑物的地震等级可通过参考基于结构类型，地震强度，房屋高度和其他因素的规格来获得。该宿舍楼的总高度小于24m,位于宿州地区，地震烈度为6度。框架结构为三级框架。S2表29五梁内力组合表截面内位置力1.3SGK+0.65Sok+1.3SE1AB(左)M-40.12-26.930.6538.54-82.44AB(右)M-121.1-82.61-0.39-23.8V-51.78-31.42-0.15-BC(左)M-16.228-9.270.4325.8-31.64BC(右)M-16.228-9.27-0.43-V-43.18-22.07-0.22CD(左)M-121.14-82.610.3923.8-258.38CD(右)M-40.12-26.93-0.6V-108.47-71.82-0.15-3截面内位置力AB(左)M-43.496-46.261.627AB(中)M76.17721.240.3115.09AB(右)M-72.424-53.12-1.00-49.BC(右)M-16.631-9.74-1.09-53.1CD(左)M-72.424-53.121CD(中)M76.17721.24-0.CD(右)M-43.496-46.26-1.62.3SGK+1.5Sok+0.84Swk1.3SG4截面内AB(左)M-49.269-31.212.63105.6AB(中)M72.78731.4262.1311.39AB(右)M-73.448-53.80-1.62-65V-31.86-19.83-0.61-7BC(左)M-16.370-9.6581.7670.89BC(中)M8.971.10200BC(右)M-16.370-9.658-1.76-CD(左)M-16.370-9.6581.6265.44CD(中)M72.78731.426-2.CD(右)M-49.269-31.21-2.5截面内KKAB(左)M-49.269-31.213.57126.79AB(中)M72.78731.4260.6824.145AB(右)M-73.448-53.80-2.21-78.5BC(中)M8.971.10200BC(右)M-16.370-9.658-2.392-8CD(左)M-73.448-53.802.2178.5V-31.86-19.83-0.8CD(中)M72.78731.426-0.68CD(右)M-49.269-31.21-3.576截面内位置力SGKSQKSwkSEK.35SGkAB(左)M-49.269-31.214.4AB(中)M72.78731.4260.8521.3AB(右)M-73.448-53.80-2.76-88.BC(右)M-16.370-9.658CD(左)M-73.448-53.802.7688.43CD(右)M-49.269-31.21-4.467截面内KAB(中)M74.73732.681.1533.2AB(右)M-74.358-54.89-3.65-102.2BC(右)M-16.031-9.2933.96-110.8CD(左)M-74.358-54.893.65102.2CD(中)M74.73732.68-1.15-33.2CD(右)M-44.439-33.61-5.9581.3柱内力组合内力K5柱顶柱底MNVMNV -11.310.6221.846.204柱顶MV-1038.01-923.2-1.-16.56-12.50.9435.419柱底N-1041.54-932.7-1.3顶N-1389.85-1255.5-1.-39.27柱底N-1399.33-1264.9-12柱顶N-1741.64-1581.7-2柱底N-1751.12-1591.2-2.99-11柱顶N-2093.13-1911.6-4.V-12.07-9.101.3936.61柱底N-2012.61-1921.1-45柱顶柱底MNVMNV -43.93-50.194柱顶柱底MNVMNV -475.1-381.880.51-43.93 3柱顶3M-19.995-16.128-2.M-19.995-16.128-3.04-1柱底NV2柱顶2MNVM柱底NV柱顶MNVM柱底NV横向框架右中柱内力组合续表37内力K5柱顶柱底MNVMNV -348.83-273.640.8021.8-0.24-12.30.8021.8-45.14-45.14-48.00-48.004柱顶MNVM-11.43-9.216-0.51-12.3柱底NV3柱顶MNV柱底MNV2柱顶柱底MNVMNV-11.59-11.59-28.24-28.24-12.95-12.95-123.51-126.301柱顶MNV柱底MNV柱顶柱顶柱底5MNVMNV-21.888-0.98-43.78 21.61-108.8244MNVMNV3柱顶柱底MNVMNV-28.982-21.888-1. -155.20-151.212柱顶MNV柱底M-31.356-23.683-3.17NV1柱顶MNV柱底M-10.46-1.9315-4.17-109.8N-2012.61-1921.14.3615V如果柱轴向力的合计值是大的偏心压缩破坏，则应选择M值大而N值小的内力作为钢筋计算的基础；