2013框架办公楼毕业设计样题

毕 业 设 计 论 文

（b）等效节点集中风荷载（单位：KN）

图5.3 框架上的风荷载

F1?(1.8581?1.1613)?5.552?[1.8581?(1.8581?1.2560?1.161322.0096?1.85812?12)]?3.62?12

?[1.1613?(1.1613?)]?3.62?13.925KN

?[(2.1612?1.85812)F2?(2.0096?3?1.2560?3?1.8581?1.1613)??(1.3507?1.16132)]?3.62?12?11.756KN3.62?12

3.62?12?[(2.3329?2.00962)

F3?(2.1612?3?1.3507?3?2.0096?1.2560)??(1.4581?1.25602)]?3.62?12?12.658KN

3.62?12?[(2.6462?2.16122)

F4?(2.3329?3?1.4581?3?2.1612?1.3507)? ?(1.6539?1.35072)]?3.62?12?13.751KN

3.62?12?[(2.9357?2.33292)

F5?(2.6462?3?1.6539?3?2.3329?1.4581)? ?(1.8348?1.45812)]?3.62?12?15.463KN

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