全钢结构设计计算书毕业设计.doc

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1、吉林建筑工程学院毕业设计计算书全钢结构设计计算书毕业设计目录1.摘要··········································22.设计概况······································63.结构布置·······································64.荷载计算······································95.重力荷载标准值计算····························116-81-吉林建筑工程学院毕业设计计算书.

2、水平地震作用下的内力计算·····················197.风荷载作用下框架内力计算······················278.竖向荷载作用下框架内力计算···················319.框架梁柱的内力组合····························5410.框架柱验算···································5411.框架梁验算··································6712.节点设计·····························

3、·······6913.压型钢板组合楼板计算························82-81-吉林建筑工程学院毕业设计计算书14.组合次梁设计································9315.楼梯计算···································10316.基础计算···································108电算校核······································114参考文献··························

4、············120致谢··········································122摘要-81-吉林建筑工程学院毕业设计计算书本工程为吉林省长春市新高办公楼新建工程，采用框架结构（全钢结构），主体五层，抗震设防烈度为7度，场地类别为II类。主导风向为西南风，基本风压0.65KN/m2，基本雪压0.35KN/m2。楼板、屋盖均采用压型钢板组合楼板。本设计选取4轴所在的横向框架作为结构计算单元，先后进行了横竖向荷载下的内力分析、内力组合、施工图绘制等工作，具体包括：荷载汇集，重力荷载代表值的计算，横向框架侧移

5、刚度计算，水平地震荷载作用下的内力计算及位移验算。风荷载作用下的内力计算及位移验算，竖向荷载作用下框架内力计算，框架的内力组合，柱下独立基础、标准层楼板、框架梁、框架柱、楼梯的配筋计算。框架梁、框架柱、楼板、基础及楼梯的平法施工图绘制。整个结构在设计过程中，严格遵循相关的专业技术规范的要求，参考相关资料和有关最新的国家标准规范，对设计的各个环节进行综合全面的科学性考虑。认真贯彻了“安全、经济、适用、美观”的设计原则。关键词：全钢框架结构；办公楼；结构设计ThisengineerinisanewconstructionforXINGAOoffic

6、ebuildinginthecityofchangchun,Usingframestructure(steelstructure),principalpartisfive–storey,seismicfortificationntensityis7-81-吉林建筑工程学院毕业设计计算书degrees,siteclassificationisⅡ.Thedominantwinddirectionissouth-west,referencewindpressure-0.65kN/㎡andthereferencesnowpressure-0.35KN/

7、㎡.Thetypesoffloororroofstructureispressedsteelplatecombinesbuildingplank.Thisdesignerselectsthehorizontalaxisofthe4thasthecalculationunitforstructuralframework,hasconductedtheanalysisoftheforceinternal、combinationofinternalforces、preparationofconstructiondrawing.edcofhorizon

8、tal,verticalload.Thespecificisasfollows.Loadcombination,thecalculatingofgra