云南某学院6层学生公寓楼毕业设计（计算书+图纸）[面积5391]

毕设基本摘要

摘要
       本设计是学生公寓设计。总建筑面积为5391.49?，底层占地面积为898.58?，总高为21.90m。根据设计要求，设防烈度为8度，抗震等级为二级，设计中要考虑抗震设计。本方案采用钢筋混凝土现浇框架结构。主体结构为双向承重框架，横向框架等跨。在进行荷载计算和构件截面估算后，选取一榀框架进行计算，用迭代法算出内力，并对最不利活荷载和最不利内力进行分析，通过底部剪力法求出地震荷载。本方案基础形式采用柱下独立基础.整个方案设计基本符合设计和结构要求，具有一定的创造性和合理性。
关键词：钢筋混凝土结构       框架结构     荷载设计值     荷载效应

Abstract:
It is that the student’s apartment designs to originally design. The total construction area is 5391.49?, the floor space of ground floor is 898.58?, the total height is 21.90m。According to the designing requirement , the earthquake intensity is 8 degrees to set up defences, the grade of antidetonation is two grade, consider aseismatic design in the design. This scheme adopts the cast-in-place frame structure of armored concrete . The agent structure is a two-way bearing frame , horizontal frame ,etc. are stepped. In is it is it calculate and component section after estimating , choose one Pin frame calculate to load to go on, calculate the internal force by changing and taking the place of the law, and the live load and the most unfavorable internal force disadvantageous that most are analysised , cut strength law is it happen through bottom earthquake load to ask. This basic form of scheme adopts the independent foundation under the post. The whole conceptual design accords with the design and structure demand basically, have certain creativity and rationality.
Keyword:Reinforced concrete structure    frame structure    design value of a load       load combination   

建筑面积：5391m²
建筑层数：6层
建筑高度：21.9m
结构类型：框架结构
文件内容：计算书+图纸

计算书部分内容展示
结构计算书成果版.pdf (1.22 MB, 下载次数: 9)

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