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4层办公楼框架结构毕业设计计算书

发表于2018-03-07 4667人浏览 1人跟帖总热度:1434

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摘要

本课题为东营市华凌科技办公楼的设计，4 层，建筑面积约 3000m 2 ，长42m，宽 16.8m，高 14.95m。采用钢筋混凝土框架结构。首先，根据设计出的建筑方案及所选用的建筑材料及做法，确定结构计算简图，进行荷载和内力计算，绘制了相应的内力图；其次，进行结构内力组合，确定结构控制截面的弯矩、剪力和轴力设计值。最后，根据已经计算出的结构控制截面的内力值，对梁、板、柱、基础等进行配筋计算，并绘制了相应的结构施工图。同时，本文采用 PKPM 软件进行电算，以保证计算结果的可靠性，并达到同手算结果对比、分析的目的。

关键词：框架结构；内力；配筋；控制截面

目录

前言 ····························································································· 1

第 1 章设计资料 ·············································································· 2

第 2 章结构布置和计算简图 ······························································ 3

第 3 章荷载计算 ·············································································· 5

第 4 章内力计算 ············································································· 16

第 5 章内力组合 ············································································· 30

第 6 章截面设计 ············································································· 31

第 7 章楼板设计与计算 ··································································· 41

第 8 章楼梯设计 ············································································· 45

第 9 章基础设计 ············································································· 49

结论 ··························································································· 57

致谢 ··························································································· 58

参考文献 ························································································ 59

附录 ··························································································· 60

4层办公楼框架结构毕业设计计算书_2

结构平面布置图

4层办公楼框架结构毕业设计计算书_3

结构计算简图

4层办公楼框架结构毕业设计计算书_4

恒载作用下的计算简图

4层办公楼框架结构毕业设计计算书_5

活载计算下的计算简图

4层办公楼框架结构毕业设计计算书_6

风荷载计算简图

4层办公楼框架结构毕业设计计算书_7

风荷载作用下的结构计算简图

4层办公楼框架结构毕业设计计算书_8

分层法分配系数及恒载作用下固端弯矩计算结果

4层办公楼框架结构毕业设计计算书_9

弯矩分配法计算过程

4层办公楼框架结构毕业设计计算书-740x100

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