建筑结构计算书（老年公寓结构设计计算书）(4)

图5.2.7 活载作用在EF跨的杆端最后弯矩（单位kN.m）

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城南学院 长沙市金盆岭老年公寓设计

0.20.0770.080.020.51.030.21.220.50.531.220.510.511.260.641.230.610.50.20.020.0770.080.20.040.030.080.030.080.041.031.231.260.20.030.080.050.670.20.050.650.030.080.520.51.010.50.10.180.070.51.971.940.50.070.50.10.180.920.911.880.0350.30.30.35600027006000CEFG活载作用在CD跨的M图/(kN.m)图5.2.8 活载作用在EF跨的M图（单位kN.m）

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城南学院 长沙市金盆岭老年公寓设计

3.60.070.073.63.60.070.073.63.60.070.073.66.30.120.126.30.020.15600027000.156000CEFG活载作用在CD跨的V图/(kN)图5.2.9 活载作用在EF跨的V图（单位kN）

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0.02城南学院 长沙市金盆岭老年公寓设计

0.1613.813.80.160.160.3313.820.6913.820.690.160.330.330.4020.6927.5820.6927.580.330.400.400.5227.5839.927.5839.90.400.520.5239.939.90.52600027006000CEFG活载作用在CD跨的N图/(kN)图5.2.10 活载作用在EF跨的N图（单位kN）

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城南学院 长沙市金盆岭老年公寓设计

0.11300.11316.1-0.175-16.1-0.1752.271.91-0.098-0.066-0.134-0.134-0.0660-0.184-0.006-0.019-0.003-0.0010.140.11-0.1130.210.130.260.16-2.42.1-0.113-1.95-1.6916.1-1.0-0.87-16.11.180.99-0.018-0.0.350.270.34-0.098-0.066-0.134-0.134-0.0660-0.184-0.035-0.018-0.018-0.0090.170.070-0.1130.340.270.410.33-2.74-2.4516.1-0.113-2.22-1.9816.1-1.15-1.03-16.11.531.38-0.100-0.100-0.1130.113-1.98-2.220.113-0.1002.642.94-0.175-16.1-0.1752.942.64-0.007-0.031-0.098-0.066-0.134-0.134-0.0660.150.340.1130-1.72-2.290.1130.420.19-2.81-2.1216.12.052.99-0.175-16.1-0.1752.531.740-0.184-0.026-0.006-0.016-0.0040.180.08-0.1130.290.13-0.113-1.94-1.4616.1-1.18-0.89-16.11.561.07-0.12-0.096-0.113-0.079-0.184-0.184-0.0790.920.77-0.1130-4.47-4.20.1131.111.33-6.06-6.4527.326.645.91-0.168-27.32-0.1474.164.16027.32-2.56-2.72-0.147-0.067-0.086-0.59-0.070.470.56-0.0880.540.65-0.088-2.97-3.16-27.323.614.06图5.2.11 活载作用在FG跨的叠代计算

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城南学院 长沙市金盆岭老年公寓设计

-0.098-0.066-0.134-0.134-0.0660-0.184-0.019-0.037-0.056-0.018-0.037-0.055-0.098-0.010.080.090.070.080.150-0.1130.130.40.16-1.94-1.78-2.1-1.94-4.0416.1-0.113-1.69-3.67-5.3616.1-0.870.1215..35-16.10.990.12-14.99-0.1000.1130.113-0.175-16.1-0.1751.914.556.460.270.40.67-0.0660.53-1.98-3.67-5.65-0.134-0.1342.644.557.1916.1-1.030.3515.42-16.11.380.35-14.37-0.100-0.0660.11300.11316.1-0.175-16.1-0.1752.644.697.330-0.184-0.018-0.025-0.043-0.007-0.055-0.032-0.098-0.010.080.090.070.080.15-0.1130.270.420.33-2.12-1.8-2.45-2.12-4.57-0.113-1.98-3.70-5.680.690.150.420.57-0.066-0.134-1.72-3.70-5.42-0.134-0.0662.054.696.7416.1-0.890.1815.39-16.11.070.18-14.85-0.100-0.1130.11300.11316.1-0.175-16.1-0.1751.748.3810.120-0.184-0.006-0.018-0.024-0.12-0.018-0.14-0.113-0.040.0760.080.080.0760.160.61-2.43-0.1130.13-1.821.051.18-2.12-2.43-4.55-0.113-1.46-5.63-6.390.921.051.97-0.079-0.184-4.47-5.93-10.40-0.184-0.0796.648.3815.02-0.168-27.32-0.1474.164.678.8327.32-2.721.3425.94-27.324.061.34-21.92-0.11300.11327.320-0.147-0.067-0.086-0.153-0.070.490.420.560.491.05-0.0880.540.651.33-6.45-5.12-5.12-3.79-11.57-0.088-2.97-3.16-6.131.19 活载作用在DF跨最后杆端弯矩（单位：kN.m) 图5.2.12 活载作用在FG跨的最后杆端弯矩（单位：kN.m）

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