建筑结构计算书（老年公寓结构设计计算书）(3)

其剪力：

第 22 页 共 163 页

城南学院 长沙市金盆岭老年公寓设计

k(Mi?jkM)/j ilk Vlk?Vol?ok(Mi?jkM)/j ilk Vrk?Vor?o式中 Volk，Vork——简支梁支座左端和右端的剪力标准值，当梁上无荷载时，

Volk=Vork=0，剪力以使所取隔离体产生顺时针转动为正;

Mijk,Mjik——梁端弯矩标准值，以绕杆端顺时针为正，反之为负。

已知某节点上柱传来的轴力Nu和左、右传来的剪力Vl，Vr，其下柱轴力（图5.1.1 b）

Nl?Nu?Vl?V r式中，Nu，Nl以压力为正，啦；拉力为负。

NUV1V2N1图5.1.1a

-MijiVi图5.1.1 b

MijrVr

恒载标准值作用下的弯矩图、剪力图、轴力图如图5.1.4﹑图5.1.5﹑图5.1.6所示。

第 23 页 共 163 页

城南学院 长沙市金盆岭老年公寓设计

-0.101-0.151-0.151-0.151-0.151-93.806.896.856.806.7193.80-6.08-6.32-6.15-6.29-4.12-14.20-15.55-14.85-14.634.12-89.5015.5414.97-0.11214.8914.9912.6112.1412.0812.1411.3111.7112.1212.580.1124.12-89.5015.5214.94-0.11214.4414.4312.5812.1211.7111.3114.2314.3314.3513.250.1124.12-89.5016.3017.65-0.11217.6217.6211.2512.1812.1612.16-93.806.546.306.266.2993.80-8.42-7.17-7.42-7.44-93.8089.50-0.101-0.101-0.101-0.1780.1120.11293.80-0.17815.3113.9314.2414.2514.0714.1314.2710.15-0.178-93.80-93.808.107.427.237.12-0.101-0.151-0.151-0.151-93.80-0.17813.8514.5815.0114.89-93.808.668.798.598.98-0.151-0.17816.0813.8913.8513.8917.5217.4517.3616.89-0.17893.80-6.08-6.27-6.09-6.0793.80-6.43-7.30-7.20-7.30-0.112-11.80-12.18-12.10-12.14-11.69-11.79-12.09-11.860.112-4.1289.50-14.63-14.91-0.112-14.53-11.86-14.42-12.09-11.79-11.69-14.32-14.32-14.17-12.460.112-4.1289.50-15.33-17.44-0.112-17.62-10.58-17.62-12.03-12.16-12.16-0.178-16.11-13.78-15.23-14.30-14.01-14.05-14.21-16.8993.80-0.101-0.151-0.151-0.151-0.151-93.806.536.296.076.0693.80-8.99-7.33-7.31-7.29-0.178-17.27-14.09-14.05-14.01-17.72-17.23-17.24-18.2393.80-93.806.857.437.337.4293.80-9.52-9.28-9.24-9.27-0.178-13.24-14.23-14.56-15.03-6.31-6.31-6.30-6.146.316.316.245.81-4.73-4.73-4.64-4.004.734.734.704.20-4.12-5.77-6.70-6.83-6.83-0.1084.12-35.026.075.66-0.1086.586.832.853.323.323.35-0.112-0.068-0.175-0.068-0.175-39.36-0.1313.893.884.234.23-39.363.253.263.213.2039.36-2.30-2.78-2.78-2.7835.02-39.362.562.742.642.8839.36-3.75-3.85-3.86-3.86-0.112-0.196-0.10839.36-0.108-2.82-2.56-3.36-3.34-0.131-4.12-4.44-4.23-4.21恒载作用下的叠代计算

图5.1.2 恒载作用下的叠代计算

第 24 页 共 163 页

城南学院 长沙市金盆岭老年公寓设计

-0.101-0.151-0.151-0.151-0.151-93.806.710.42-89.9693.80-6.290.4287.93-4.12-14.63-0.36-19.114.1214.99-0.3618.75-93.806.29-1.15-88.6693.80-7.44-1.1585.21-93.8089.50-89.50-0.101-0.101-0.101-0.112-0.1780.1120.11293.80-0.17814.2528.3242.5714.0728.3242.39-0.112-12.14-23.83-35.97-11.69-23.83-35.52-0.11212.1423.4435.5811.3123.4434.75-0.178-14.30-28.31-42.61-14.01-28.31-42.32-0.101-0.151-0.151-0.151-93.80-0.17813.8931.4145.3017.5231.4148.93-0.178-93.80-0.17814.8921.2036.096.3121.2027.51-0.196-39.36-0.1314.234.238.46-93.807.121.05-85.63-0.151-0.1780.11289.500.112-89.5093.80-6.071.0588.78-0.112-11.69-26.01-37.70-14.32-26.01-40.33-4.12-14.420.01-18.544.1214.430.0118.54-0.11211.3125.6436.9514.2325.6439.97-93.806.06-1.23-88.9793.80-7.29-1.2385.2893.80-0.178-14.01-31.7345.74-17.72-31.73-49.45-0.101-0.151-0.151-0.151-93.808.981.68-86.50-0.1510.11289.500.11293.80-7.301.6888.18-0.112-12.16-16.89-29.05-4.12-17.620-21.744.12-89.5017.620-0.11221.7412.1616.8929.05-93.807.42-1.82-88.2093.80-9.21-1.8282.7793.80-0.178-15.03-21.34-36.37-4.73-16.89-21.62-0.10835.024.7316.8921.62-0.108-35.02-6.31-21.34-27.65-39.362.88-0.98-37.4639.36-3.86-0.9834.5239.36-0.112-0.068-0.175-0.068-39.363.200.42-35.7439.36-2.780.4237.00-0.108-3.34-3.34-6.684.12-4.12-6.836.8300-10.9510.95-0.1083.353.35-0.175-0.1314.214.218.426.70

恒载作用下最后杆端弯矩（单位：kN.m)图5.1.3 恒载作用下最后杆端弯矩（单位：kN.m）

第 25 页 共 163 页

城南学院 长沙市金盆岭老年公寓设计

90.5887.5641.5645.5355.3187.2343.2642.3935.5236.1019.2719.2710.9935.9792.0818.7418.7110.8937.7055.1584.2835.3349.4955.1339.4735.1227.888.8525.0619.896.6811.134.896.7025.0611.1327.8819.898.8539.4735.1240.3391.2921.9221.9214.6929.0529.0555.1391.3084.2839.9749.4535.3336.9555.1335.5855.3292.0787.2334.7542.3243.2690.5887.5636.2845.5141.564.443.343.354.44600027006000CEFG恒载作用下的M图/(kN.m)

图5.1.4 恒载作用下的M图（单位：kN/m）

第 26 页 共 163 页

城南学院 长沙市金盆岭老年公寓设计

100.569.89100.8823.60100.3218.23100.889.889.89100.0118.2323.60100.5626.48100.0120.41100.019.889.88102.9520.4126.44100.329.8815.2443.0511.20102.9544.0511.2015.24100.019.8844.059.8843.052.351.711.712.35600027006000CEFG图5.1.5 恒载作用下的V图（单位：kN）

恒载作用下的V图/(kN)

第 27 页 共 163 页

城南学院 长沙市金盆岭老年公寓设计

295.56300.25300.25295.56300.12472.31320.15500.31320.15500.31300.12472.31486.19632.15521.13710.10521.13710.10486.19632.15652.28770.66719.99800.39719.99800.39652.28770.66800.76843.31843.31800.76600027006000CE图5.1.6 恒载作用下的N图（单位：kN）

FG恒载作用下的N图/(kN)第 28 页 共 163 页

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- …… 此处隐藏：7700字，全部文档内容请下载后查看。喜欢就下载吧 ……