发布时间 : 星期一 文章毕业设计结构计算书 - 图文更新完毕开始阅读40930c2df121dd36a22d824f
上柱右梁0.3730.627-119.95+44.74+75.21+1.56-0.58-0.98+44.16-44.16下柱左梁上柱下柱右梁0.1330.4340.434+119.95+37.61+3.12-0.49+0.43-160.62-125.44-39.32+3.12-0.49+0.43-161.7左梁上柱下柱0.3730.627+125.44-78.65+1.56-0.98+47.37-46.79-0.58-47.37+0.96+0.13+1.09五层+14.72+6.57+1.94+0.36-11.52-15.79上柱下柱右梁0.2710.2710.457-81.52+22.19+22.09+37.25+8.76-2.37-2.37-4+19.72+19.72-39.51左梁上柱下柱右梁0.3830.1170.1170.383+81.52-118.73+18.63-27.13+17.51+5.35+5.35+17.51-2-2+1.53+0.47+0.47+1.53+117.19+5.82+5.82-128.82左梁上柱下柱0.4570.2710.271+118.73-54.26-32.18-32.18+8.76-2.37-2.37-4+69.23-34.55-34.55二~四层+6.57+4.78+2.06+1.94-12.58-11.52上柱下柱右梁0.2950.2090.496-81.52+17.04+17.04+40.43+9.20-2.71-1.92-4.56+14.33+15.12-36.45左梁上柱下柱右梁0.3960.1210.0870.396+81.52+20.22+18.39+5.62+4.04-2.28+1.81+0.55+0.4+119.66+6.17+4.44-118.73-29.45+18.39-2.28+1.81-130.26左梁上柱下柱0.4960.2950.209+118.73-58.89-35.03-24.81+9.20底层-4.56-2.71-1.92+64.48-37.74-26.73 图4-5恒载作用下各层杆端弯矩分配图（KN·M）
恒载作用下各层杆端弯矩图如下所示：
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161.744.16160.6247.3750.733.0358.89128.8239.5169.2334.44117.1924.56.1850.3447.137.88128.8239.5120.9117.198.1124.549.2669.237.8847.13128.8239.5120.9117.198.1149.2669.2324.547.137.88130.2636.4520.9119.6649.2664.4815.124.448.1126.737.562.2213.37ABC图4-6恒载作用下各层杆端弯矩图（KN·M）
弯矩调幅后恒载作用下各层杆端弯矩图如下所示：
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137.4537.54136.5340.2692.90109.599.3133.5899.6158.8555.68109.599.9333.5899.6158.8555.68109.533.5899.6199.9358.8555.68110.7299.9330.98101.7154.8155.9395.34ABC 图4-7调幅后恒载作用下各层杆端弯矩图（KN·M） 2．活载作用下固端弯矩的计算
作用屋面及楼面处的均布恒荷载：gAB?6.99kN/m;gBC?6.14kN/m 由此荷载在屋面及楼面处引起的固端弯矩： MAB?6.99?7.52/12?32.77kN?m
MBC?6.14?7.52/12?28.78kN?m
活载作用下各层杆端弯矩计算如下：
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上柱下柱右梁左梁上柱下柱右梁左梁上柱下柱0.3730.6270.4340.1330.4340.6270.373-32.77+32.77-28.78+28.78+12.22+20.55+10.28-9.03-18.05-10.73-1.14-2.27-0.70-2.27-1.14+0.43+0.71+0.36+0.36+0.71+0.43+12.65-12.65-0.31-0.10-0.31+10.3-10.3+40.83-0.80-40.03+4.22-0.27-3.43+3.04-0.17-2.52上柱下柱右梁左梁上柱下柱右梁左梁上柱下柱0.2710.2710.4570.3830.1170.1170.3830.4570.2710.271-32.77+32.77-28.78+28.78+8.88+8.88+14.98+7.49-6.58-13.15-7.8-7.8-0.94-1.88-0.49-0.49-1.88-0.94+0.25+0.25+0.43+0.22+0.22+0.43-0.25-0.25+9.13+9.13-18.3-0.17-0.03-0.03-0.17+15.12+38.43-0.52-0.52-7.55-7.55-37.19+3.04-0.17-2.52+3.32-0.22-2.73上柱下柱右梁左梁上柱下柱右梁左梁上柱下柱0.2950.2090.4960.3960.1210.0870.3960.4960.2950.209-32.77+32.77-28.78+28.78+9.67+6.85+16.25+8.13-7.14-14.27-8.49-6.02-0.99-1.97-0.6-0.43-1.97-0.99+0.29+0.21+0.49+0.25+0.25+0.49+9.96+7.06-17.02-0.2-0.06-0.06-0.2+0.29+0.21+14.01-8.2-5.81+38.98-0.66-0.49-37.84
图4-8活载作用下各层杆端弯矩分配图（KN·M）
活载作用下各层杆端弯矩图如下所示：
层五层四二层底32