第一部分住宅部分标高103.500m层高5.5m玻璃幕墙转角计算目录1计算引用的规范、标准及资料...........................................................................................................................12基本参数...............................................................................................................................................................12.1幕墙所在地区............................................................................................................................................12.2地面粗糙度分类等级................................................................................................................................12.3抗震设防....................................................................................................................................................13幕墙承受荷载计算...............................................................................................................................................23.1风荷载标准值的计算方法........................................................................................................................23.2计算支撑结构时的风荷载标准值............................................................................................................33.3计算面板材料时的风荷载标准值............................................................................................................33.4垂直于幕墙平面的分布水平地震作用标准值........................................................................................33.5作用效应组合............................................................................................................................................44单元幕墙立柱计算...............................................................................................................................................44.1选用立柱材料的截面特性........................................................................................................................54.2立柱荷载计算............................................................................................................................................64.3幕墙立柱荷载分配....................................................................................................................................74.4弯矩分配....................................................................................................................................................84.5幕墙立柱轴力分配....................................................................................................................................84.6立柱的抗弯强度计算................................................................................................................................94.7立柱的挠度计算........................................................................................................................................94.8立柱的抗剪计算......................................................................................................................................105单元幕墙横梁计算.............................................................................................................................................115.1选用横梁材料的截面特性.................................................