6层框架结构不限,土木工程建筑结构毕业设计,长46.2米,宽15.9米,面积4656平方米
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建筑长46.2m,宽15.9m.一榀框架层高3.6m,柱距6.6m,3跨,跨度6.6m,2.7m,6.6m;
一层:房间3.3*6.6*4间,办公室3.3*6.6*10间、6.6*6.6*1间,多功能大厅6.6*6.6*1间,会议室6.6*6.6*1间,打印室3.3*6.6*1间,值班室3.3*6.6*1间;
二~五层:办公室6.6*6.6*7间,大会议室13.2*6.6*1间,打印室3.3*6.6*1间,档案室3.3*6.6*1间,贮藏室3.3*6.6*1间,女厕所3.3*6.6*1间,男厕所3.3*6.6*1间;
六层:办公室6.6*6.6*7间,大会议室13.2*6.6*1间,打印室3.3*6.6*1间,档案室3.3*6.6*1间,贮藏室3.3*6.6*1间,女厕所3.3*6.6*1间,男厕所3.3*6.6*1间;
20144结构设计计算书-目录
第一章 建筑设计··························································1
1.1 采光、通风设计······················································1
1.2 设计资料···························································1
1.3 设计资料···························································1
1.4 采光、通风设计······················································1
第二章 结构设计··························································2
2.1 结构选型布置及计算简图·············································2
2.1.1 结构选型·······················································2
2.1.2 柱网布置 ······················································2
2.2 梁板柱的截面尺寸···················································3
2.2.1 梁·····························································3
2.2.2 板·····························································3
2.2.3 柱·····························································3
第三章 荷载计算··························································6
3.1 建筑设计···························································6
3.2 屋面及楼面可变荷载标准值···········································6
3.3 梁柱自重···························································7
3.4 墙体自重···························································7
3.5 重力荷载代表值·····················································8
第四章 框架侧移计算·····················································11
4.1 重力侧移刚度计算··················································11
4.2 横向水平荷载作用下框架内力和侧移计算······························12
4.2.1 横向框架结构定点假想位移计算··································12
4.3 横向地震作用计算··················································12
4.3.1 水平地震作用下的计算··········································12
4.3.2 水平地震作用下的位移计算 ····································15
4.3.3 水平地震作用下框架内力计算····································15
4.4横向风荷载作用下框架内力计算·······································17
4.4.1 风荷载的内力计算··············································17
4.3.2 风荷载侧移计算················································18
第五章 竖向荷载作用下内力计算···········································21
5.1 计算单元··························································21
5.2 荷载计算··························································21
5.3 内力计算··························································23
5.4 竖向框架内力······················································26
5.4.1 横梁弯矩调幅··················································26
5.4.2 荷载组合······················································28
5.4.3 考虑地震作用下的内力组合······································30
5.5 柱端弯矩设计值调整··············································47
第六章 节点验算·························································50
第七章 截面设计·························································52
7.1 框架梁截面配筋验算的··············································52
7.1.1 建筑设计······················································52
7.1.2 梁截面受剪承载力计算··········································55
7.2 框架柱截面配筋计算················································56
7.2.1 剪跨比和轴压比验算············································56
7.2.2 柱的正截面承载力计算··········································56
7.2.3 框架柱斜截面受剪承载力计算····································59
7.3 楼面板荷载计算····················································61
7.4 楼梯设计··························································63
7.5 基础计算 ·························································66
7.5.1 基础截面确定··················································66
7.5.2 基础梁内力计算················································66
致谢····································································70
参考文献 ································································71
附录····································································72
