框架办公楼设计计算书土木工程毕业设计--193567184

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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····················································4122四川大学本科生毕业设计成都金凤集团综合办公楼设计1.5抗震设防····················································41.6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···············································

4、·52.3计算简图····················································62.4框架梁柱线刚度计算122四川大学本科生毕业设计成都金凤集团综合办公楼设计··········································73　恒载及其内力分析·············································83.1恒载标准值计算··············································83.2

5、框架梁线荷载计算···········································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·····························

6、······14122四川大学本科生毕业设计成都金凤集团综合办公楼设计4　活载及其内力分析·············································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

7、框架的固端弯矩·······································225　风载及其内力分析·············································235.1　风载标准值计算···········································27122四川大学本科生毕业设计成都金凤集团综合办公楼设计5.2　侧移刚度及剪力分配系数计算·······························295.3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··························