毕设基本摘要
摘要
本设计为框架办公楼设计,四层钢筋混凝土框架结构,建筑面积为3091m2,室外地坪至屋面板顶板的总高度为15.9m。
本设计包括建筑设计、结构设计两部分。
结构设计主要以PKPM—SATWE电算为主,内容包括荷载计算、内力计算、内力组合、承载力计算、基础设计。运用探索者软件进行现浇板式楼梯设计。
关键词:钢筋混凝土 框架 结构设计 基础设计
Abstract
Certain office building design, the framework of seven-storey reinforced concrete structure,construction area of 4150 m2, outdoor terrace roof to roof slab of the total height of 24.9 m.The design includes architectural design, structural design in two parts.
The structural design of the main PKPM SATWE computerization, including load calculation, internal force calculation, internal force combination, the calculation of bearing capacity of foundation design. Design of cast-in-situ plate stairs using Explorer software.
Keywords: Reinforced Concrete Framework Structural Design Based on design
建筑面积:3091m2
建筑层数:4层
建筑高度:15.9m
结构类型:框架结构
文件内容:计算书+图纸
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计算书.pdf
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