土木工程毕业设计框架办公楼设计计算书

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1、四川大学本科生毕业设计成都金凤集团综合办公楼设计目　录绪论·····························································41设计资料····················································4　1.1工程名称····················································41.2工程概况···········································

2、·········41.3建筑等级····················································41.4设计荷载····················································41.5抗震设防····················································4121四川大学本科生毕业设计成都金凤集团综合办公楼设计1.6气象资料····································

3、················41.7材料选用····················································52结构布置与计算简图·············································52.1结构平面布置················································52.2构件截面初估················································52.3计算简图····

4、················································62.4框架梁柱线刚度计算··········································73121四川大学本科生毕业设计成都金凤集团综合办公楼设计　恒载及其内力分析·············································83.1恒载标准值计算··············································83.2框架梁线荷载计算·····

5、······································113.3框架柱节点集中荷载计算·····································113.4恒荷载下框架固端弯矩·······································133.5节点分配系数计算···········································133.6恒载作用下框架的内力计算···································144　活载及

6、其内力分析·121四川大学本科生毕业设计成都金凤集团综合办公楼设计············································204.1活载标准值计算············································204.2活载作用下梁线荷载计算·····································204.3框架柱节点集中荷载计算·····································214.4活载下框架的固端弯矩······

7、·································225　风载及其内力分析·············································235.1　风载标准值计算···········································275.2　侧移刚度及剪力分配系数计算·······························29121四川大学本科生毕业设计成都金凤集团综合办公楼设计5.3风载作用下框架侧移计算·····················

8、················305.4风载下框架内力计算·········································316水平地震荷载作用·············································356.1重力荷载代表值计算······································3