建筑结构课程设计框架内力计算.doc

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1、1.框架的基本结构框架基本结构2.风荷载作用下的内力图标题:风荷载内力计算单位：力(kN),力矩(kN*m)杆端内力值(乘子=1)-----------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩---------------------------

2、--------------------------------------------------------------------170.27.-89.70.27.72.240.22.-56.40.22.61.317.14.-34.17.14.41.44.6.-14.4.6.20.5-28.-4.20.-28.-4.-21.6-17.-6.13.-17.-6.-13.7-6.-4.21.-6.-4.-20.8-36.-13.55.-36.-13.-58.9-22.-18.36.-22.-18.-36.10-8.-13.58.-8.-13.-55.11-33.-22.9

3、6.-33.-22.-101.12-20.-31.62.-20.-31.-62.13-7.-22.101.-7.-22.-96.14-32.-30.128.-32.-30.-137.15-18.-43.86.-18.-43.-86.16-4.-30.137.-4.-30.-128.17-70.27.-89.-70.27.72.18-40.22.-56.-40.22.61.19-17.14.-34.-17.14.41.20-4.6.-14.-4.6.20.2129.51.-178.29.51.133.2216.37.-91.16.37.105.237.25.-58.7.25.

4、73.242.10.-21.2.10.35.25-29.51.-178.-29.51.133.26-16.37.-91.-16.37.105.27-7.25.-58.-7.25.73.28-2.10.-21.-2.10.35.标题:风荷载位移计算单位：位移(m),转角(Rad)杆端位移值(乘子=1)-----------------------------------------------------------------------------------------------杆端1杆端2---------------------------------------

5、-------------------------------------------单元码u-水平位移v-竖直位移?-转角u-水平位移v-竖直位移?-转角-----------------------------------------------------------------------------------------------10.0.0.0.0.-0.20.0.-0.0.0.-0.30.0.-0.0.0.-0.40.0.-0.0.0.-0.50.0.-0.0.0.-0.60.0.-0.0.-0.-0.70.-0.-0.0.-0.-0.80.0.-0.0.

6、0.-0.90.0.-0.0.-0.-0.100.-0.-0.0.-0.-0.110.0.-0.0.0.-0.120.0.-0.0.-0.-0.130.-0.-0.0.-0.-0.140.0.-0.0.0.-0.150.0.-0.0.-0.-0.160.-0.-0.0.-0.-0.170.0.0.0.-0.-0.180.-0.-0.0.-0.-0.190.-0.-0.0.-0.-0.200.-0.-0.0.-0.-0.210.0.0.0.0.-0.220.0.-0.0.0.-0.230.0.-0.0.0.-0.240.0.-0.0.0.-0.250.0.0.0.-0.-0.

7、260.-0.-0.0.-0.-0.270.-0.-0.0.-0.-0.280.-0.-0.0.-0.-0.风荷载作用下的轴力图（单位：kN）风荷载作用下的剪力图（单位：kN）风荷载作用下的弯矩图（单位：kN.m）3.恒载作用下的内力图标题:恒载内力计算单位：力(kN),力矩(kN*m)杆端内力值(乘子=1)-----------------------------------------------------------------------------------------------杆端1杆端2----