郑州市农业局办公楼结构设计摘要：本工程为郑州市办公楼结构设计,其建筑层数为五层。主楼标高为18.0m，总建筑面积3100m2。本建筑物防火等级二级，抗震设防烈度7度。本工程结构设计采用框架结构，结构计算按纵向框架承重分析。内力计算考虑以下三种荷载作用，竖向恒载作用下的内力，竖向活载作用下的内力，风载作用下的内力。接着计算竖向荷载（恒载及活荷载）作用下的结构内力，找出最不利的一组或几组内力组合,选取最安全的结果计算配筋并绘图。完成了一榀框架梁等构件的内力和配筋计算及施工图绘制。在进行截面设计时，柱按偏压构件计算，为保证延性框架要“强剪弱弯，强柱弱梁，强节点弱构件强锚固”的设计原则，且满足构造要求。关键词：框架；结构设计；内力组合PAGE\*MERGEFORMATIV西南科技大学城市学院本科生毕业论文ThestructuredesignofZhengzhoucityagricultureofficeAbstract：ThedesignoftheofficebuildingofZhengzhoucity.Thebuildinglayerisfivelayers.Themainbuildingelevationis18.0m,thetotalconstructionareais3100m2.Thegradeoffireprotectionofthebuildingisgradetwoandtheintensityofearthquakefortificationis7degrees..Thestructureofthisprojectisdesignedbyframestructure,andthestructuralcalculationisbasedontheloadoftheframe..Theinternalforcecalculationconsidersthefollowingthreeloads,theinternalforceundertheverticalload,theinternalforceundertheverticalload,theinternalforceundertheactionofwindload.Then,theinternalforceofthestructureundertheverticalload(constantloadandliveload)iscalculated,andtheinternalforcecombinationisfoundout..Selectthemostsecureresultsforcalculationofreinforcementanddrawing.Theinternalforceandreinforcementcalculationandconstructiondrawingofaframebeamcomponentdrawing.Intheseismicdesignofsection,columniscalculatedaccordingtothebiascomponent,inordertoensurethattheductilityofframeto"strongshearweakflexure,strongcolumnandweakbeam,strongnodeweakcomponentsstronganchoragedesignprinciplesandstructures"tomeettherequirements.Keywords:Frame,Structuredesign,Internalforcecombination目录TOC\o"1-3"\h\z\uHYPERLINK\l_Toc20918前言PAGEREF_Toc209181HYPERLINK\l_Toc8272第1章建筑设计PAGEREF_Toc82722HYPERLINK\l_Toc297941.1建筑说明PAGEREF_Toc297942HYPERLINK\l_Toc184931.2平面设计PAGEREF_Toc184932HYPERLINK\l_Toc280121.3立面设计PAGEREF_Toc280122HYPERLINK\l_Toc104411.4剖面设计PAGEREF_Toc104412HYPERLINK\l_Toc36821.5设计资料PAGEREF_Toc36822HYPERLINK\l_Toc23976第2章结构设计PAGEREF_Toc239764HYPERLINK\l_Toc127052.1