慕松达水电站厂房吊车梁内力及配筋计算

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1、慕松达水电站厂房吊车梁内力及配筋计算目录1计算总说明.................................................................................................................................11.1计算目的和要求...................................................................................................

2、..........11.2计算原理.........................................................................................................................11.3计算假定......................................................................................................................

3、...11.4计算基本资料.................................................................................................................12计算过程（l0=6.49m）..............................................................................................................22.1荷载计算.....

4、..........................................................................................................———————————————————————————————————————————————..........22.2梁的计算跨度............................................................................................

5、.....................32.3内力计算.........................................................................................................................42.4配筋计算...........................................................................................................

6、..............62.5正常使用极限状态验算...............................................................................................122.6成果分析.......................................................................................................................153计算过程（l0=5.0

7、60m）..........................................................................................................163.1荷载计算.......................................................................................................................163.2梁的计算跨度................

8、...............................................................................................———————————————————————————————————————————————173