合肥工业大学毕业设计题目：多层综合办公楼专业：土木工程班级:学号：学生姓名：年月PAGEII摘要本工程采用框架结构，主体五层局部六层，本地区抗震设防烈度为7度，场地类别为II类。基本风压0.35kN/m2，基本雪压0.45kN/m2。楼盖及屋盖均采用现浇钢筋混凝土结构。本设计主要进行了结构方案中第10轴横向框架的结构设计。在确定结构布局之后，首先，按底部剪力法求出层间剪力，进而求出在水平地震作用下的结构内力；其次，最后用弯矩分配法计算竖向荷载（恒载及活荷载）作用下的结构内力。并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制施工图。此外还进行了方案中的连系梁，楼板和基础的设计。本设计严格遵循最新的国家规范标准，对设计的各个环节进行综合全面的考虑。适用、安全、经济、使用方便是本设计的基本原则。关键词：框架结构荷载计算内力计算计算配筋AbstractTheprojectusedtheframeworkofthestructure,themainfive-storeysixlocal,regionalseismicintensityof6degreesmaximumsecurity,venuefortheClassIIcategory.ThebasicPressure0.35kN/m2,basicsnowpressure0.45kN/m2.Floorandroofareusedcast-in-placereinforcedconcretestructure.ThedesignforthemainstructureoftheprogrammeintheframeworkofArticle10ofthehorizontalaxisstructuraldesign.Indeterminingthestructureofthelayout,firstofall,accordingtolawobtainedatthebottomoftheshearlayershear,therebyobtainedunderearthquakeinthelevelofthestructureofinternalforcesandsecondly,Dmethodusedinthelevelofwindloadsobtainedunderthestructureofinternalforces.Thelastmomentwiththedistributionmethodverticalload(deadloadandliveload)underthestructureofinternalforces.Andidentifythemostdisadvantagedgrouporacombinationofinternalforcesofseveralgroups,selectthemostsecurityandreinforcementCalculationoftheresultsoftheconstructionplansdrawn.Inaddition,aprogrammeofindoorstaircase,floorandfoundationdesign.Thedesignstrictlyfollowthelatestnationalstandards,thedesignofallaspectsofacomprehensiveconsideration.Application,security,economic,easytousethisdesignisthebasicprinciple.Keywords：framestructureloadcalculationinternalforcecalculationcalculationreinforcement目录TOC\o"1-3"\h\z\uHYPERLINK\l"_Toc389156392"摘要PAGEREF_Toc389156392\hIHYPERLINK\l"_Toc389156393"AbstractPAGEREF_Toc389156393\hIIHYPERLINK\l"_Toc389156394"前言PAGEREF_Toc389156394\h1HYPERLINK\l"_Toc389156395"1建筑设计PAGEREF_Toc389156395\h1HYPERLINK\l"_Toc389156396"1.1工程概况PAGEREF_Toc389156396