某三层综合楼框架结构毕业设计计算书.pdf

某理工学院

毕业设计计算书

专业：

级别：

姓名：

年月日

某三层综合楼框架结构毕业设计计算书

综合楼框架结构

专业土木工程

班级

姓名

指导教师

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第2页共66页

某三层综合楼框架结构毕业设计计算书

目

1.目··············································1

2.任务书············································2

3.中英文摘要········································4

4.正文··············································5

4.1结构方案的概述··································5

4.2主要设计方法····································7

4.3设计心得体会····································8

4.4计算部分······································10

4.4.1楼板计算··································10

4.4.2基础计算·································23

4.4.3楼梯计算·································25

4.4.4pkpm计算································40

4.4.5内力计算·································43

4.5施工图绘制（9张）·······························65

5.参考文献··········································71

6.附··············································72

7.致谢··············································74

第3页共66页

某三层综合楼框架结构毕业设计计算书

某理工学院

毕业设计任务书

（钢筋混凝土框架结构设计组）

一、设计题目：xx市综合楼项目（工程）

二、建设地点：xx市

三、设计原始数据（资料）

（1）自然条件

1、建筑物等级

建筑结构安全等级为二级，设计基准期为50年，基

础设计等级为乙级。

2、工程地质条件

抗震设防烈度为7度，设计基本地震加速度值为

0.10g，设计地震分组为第一组。

场地类别：A类，详《地质勘察报告一》。

3、气象条件

基本风压值（1.15KN/m2）。

4、材料供应

240厚标准砖。

5、施工条件和能力

活荷载取值：（2）

KN/m

楼面2.5、走廊2.0、楼梯3.5、屋面3.0。