桥梁电算计算报告文本格式及目录

桥梁电算课程

预应力钢筋混凝土简支梁桥计算报告

学 院： 土木工程与力学学院 专业年级： 2011级道桥三班 学生姓名： 江耀路 学 号： 20111819

2014 年 11 月

目 录

预应力混凝土简支梁桥结构设计

1.1 工程概况 ··············································································· 1

1.2 设计规范 ··············································································· 1

1.3 技术标准 ··············································································· 2

1.4 主桥设计 ··············································································· 2

1.4.1 总体布置 ······································································· 2

1.4.2 上部结构设计 ································································· 2

1.4.3 主梁节段划分及施工步骤 ·················································· 3

1.5 建立分析的有限元模型 ····························································· 3

1.6 主要材料 ··············································································· 4

1.7 各种作用的取值 ······································································ 4

1.8 施工节段划分 ········································································· 5

1.9 主要计算结果 ········································································ 11

1.9.1 施工阶段的内力、应力图 ················································· 12

1.9.2 成桥阶段的内力、应力分析结果 ········································ 12

1.9.3 承载能力极限状态验算 ···················································· 13

1.9.4 正常使用极限状态验算 ···················································· 14

1.10 结论 ················································································· 30 设计总结 ·························································································· 31

说明：

1、以上页码均为随意编写，应根据每个同学的设计与各自文本内容相对应。

2、主梁自重荷载数值为：（每个同学的学号后四位）×0.01+10KN，例：学号为2219，自重荷载应为2219×0.01+10=32.19KN；其余荷载同例题中荷载。

3、报告提交日期：2014.11.07（第9周周五上午），由各班班长提前收好后按时交给老师。

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