土木工程毕业设计钢筋混凝土规则框架结构计算书

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1、重庆大学学士学位论文目录摘要.....................................................................................3绪论.......................................................................................51建筑设计理念及设计依据...................................................................61.1设计理

2、念.............................................................................61.2工程概况.............................................................................61.3设计依据.............................................................................72建筑设计......................

3、...........................................................82.1平面设计.............................................................................82.2立面设计.............................................................................92.3建筑剖面设计.....................................

4、...................................102.4其它部分详细做法和说明..............................................................103截面尺寸初步估计........................................................................123.1柱截面设计......................................................................

5、....123.2梁的截面设计........................................................................124框架侧移刚度的计算......................................................................134.1横梁线刚度IB的计算.................................................................134.2柱线刚度IC的计算.............

6、......................................................144.3各层横向侧移刚度计算................................................................145竖向荷载及其内力计算....................................................................165.1计算单元的选择确定................................................

7、..................165.2竖向荷载统计........................................................................165.3竖向荷载内力计算....................................................................185.2重力荷载代表值计算及荷载汇总........................................................306水平荷载计算..........

8、..................................................................33