发布时间 : 星期一 文章建筑结构计算书（老年公寓结构设计计算书）更新完毕开始阅读d635e688cc22bcd126ff0ce3
城南学院 长沙市金盆岭老年公寓设计
5.2.1 活载作用下的内力计算
活载作用下的内力计算同样采用叠代法，计算过程与5.1.1所述相同，在此不做重复，活载作用的叠代计算及内力图如图5.2.1——图5.2.15所示。
-0.175-16.1-0.1752.271.910.11316.10.1130-0.100-0.066-0.134-0.134-0.066-16.11.180.9916.1-1.0-0.87-0.098-0.098-0.098-0.113-0.113-1.95-1.69-2.42.10.260.16-0.1130.210.130.140.11-0.003-0.0010-0.184-0.006-0.0192.642.94-0.100-0.066-0.134-0.134-16.1-0.1752.942.64-16.11.531.3816.1-1.15-1.0316.1-0.113-2.22-1.98-2.74-2.450.410.330-0.066-0.175-1.98-2.220.1130.270.340.113-0.018-0.0.350-0.1130.340.270.170.07-0.018-0.009-0.184-0.035-0.0182.052.99-0.100-0.066-0.134-0.134-16.1-0.1752.531.74-16.11.561.0716.1-1.18-0.8916.1-0.113-1.94-1.46-2.81-2.120.420.190-0.066-0.175-1.72-2.290.1130.150.340.1130-0.007-0.031-0.1130.290.130.180.08-0.016-0.004-0.184-0.026-0.0066.645.91-0.113-0.079-0.184-0.184-27.32-0.1474.164.16-27.323.614.0627.32-2.56-2.7227.32-0.088-2.97-3.16-6.06-6.451.111.330-0.079-0.168-4.47-4.20.1130.920.77-0.1130-0.12-0.096-0.0880.540.650.470.56-0.59-0.07-0.147-0.067-0.086
图5.2.1 活载作用在CE跨的叠代计算
第 29 页 共 163 页
城南学院 长沙市金盆岭老年公寓设计
-0.100-0.066-0.134-0.134-0.066-16.1-0.1751.914.556.46-16.10.990.12-14.9916.1-0.870.1215..3516.1-0.113-1.69-3.67-5.36-2.1-1.94-4.040.16-1.94-1.780-0.098-0.098-0.098-0.1750.1130.113-0.1130.130.40.070.080.15-0.010.080.090-0.184-0.019-0.037-0.056-0.018-0.037-0.0552.644.557.190.53-1.98-3.67-5.650.270.40.67-0.100-0.066-0.134-0.134-16.1-0.1752.644.697.33-16.11.380.35-14.3716.1-1.030.3515.4216.1-0.113-1.98-3.70-5.68-2.45-2.12-4.570.33-2.12-1.80-0.066-0.1750.1130.113-0.1130.270.420.070.080.15-0.010.080.090-0.184-0.018-0.025-0.043-0.007-0.055-0.0322.054.696.740.69-1.72-3.70-5.420.150.420.57-0.100-0.066-0.134-0.134-16.1-0.1751.748.3810.12-16.11.070.18-14.8516.1-0.890.1815.3916.1-0.113-1.46-5.63-6.39-2.12-2.43-4.5500.61-2.43-0.113-1.820.131.051.18-0.066-0.1750.1130.1130.080.0760.16-0.040.0760.080-0.184-0.006-0.018-0.0246.648.3815.02-0.168-27.32-0.1474.164.678.83-4.47-5.93-10.400.11327.320.921.051.97-0.1130-0.12-0.018-0.14-0.113-0.079-0.184-0.184-0.079-27.324.061.34-21.9227.32-2.721.3425.94-0.113-0.088-2.97-3.16-6.13-6.451.33-5.12-5.12-11.57-3.79-0.0880.540.651.190.560.491.05-0.070.490.420-0.147-0.067-0.086-0.153图5.2.2 活载作用在CE跨最后杆端弯矩（单位： kN.m）
第 30 页 共 163 页
城南学院 长沙市金盆岭老年公寓设计
15.3814.666.469.326.8410.3215.377.337.195.610.3116.3915.856.7410.1210.328.5224.515.028.7918.7810.77.010.81.02.00.10.50.25.65.43.61.20.60.10.070.035.41.80.216.423.60.70.80.10.10.045.41.80.23.60.41.00.20.10.031.80.23.81.04.83.50.50.1600027006000CEFG 活载作用在BC跨的M图/(kN.m) 图5.2.3 活载作用在CE跨的M图（单位： kN.m）
第 31 页 共 163 页
城南学院 长沙市金盆岭老年公寓设计
18.63.50.1118.219.53.50.1118.519.83.40.1119.76.829.890.2831.890.31.80.40.08600027006000CEFG图5.2.4 活载作用在CE跨的V图（单位： kN）
活载作用在BC跨的V图/(kN)第 32 页 共 163 页