建筑某办公楼毕业设计

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1、建筑某办公楼毕业设计目录结构计算书1设计基本资料·························································11.1初步设计资料·······················································11.2结构选型···························································22结构布置及计算简图···················································22

2、.1结构布置及梁,柱截面尺寸的初选······································22.2框架结构的计算简图·················································53重力荷载代表值的计算·················································64框架侧移刚度的计算··················································95横向水平荷载作用下框架内力计算·····················

3、··············86···126竖向荷载作用下内力计算··············································186.1框架结构的荷载计算················································186.2框架结构的内力计算················································217框架结构的内力组合··················································308框架梁柱板的配筋计

4、算················································458.1框架梁的正、斜截面计算·············································458.2框架柱的截面设计··················································508.3板配筋计算························································53天顺多层办公楼设计心得体会致谢参考文献附录(建筑施工图,结构施工图)86

5、天顺多层办公楼建筑和结构设计摘要：本工程为天顺多层办公楼工程，采用现浇钢筋混凝土框架结构体系，主体为五层，本地区抗震设防烈度为7度，近震，场地类别为II类场地。主导风向为夏季东南风，冬季西北风，基本风压0.35KN/㎡，基本雪压0.4KN/㎡。楼﹑屋盖均采用现浇钢筋混凝土肋型屋盖。在进行建筑设计时，需要收集必要的设计资料，例如办公楼所处地区、当地的地质、气候、办公楼的功能等，在整个设计过程中都应综合考虑所给设计资料，并结合规范、规程，以利于准确执行规范、规程，切实提高建筑施工图的设计质量。在进行结构设计时，本设计主要进行了结构方案中横向框架第4轴的

6、设计。在确定框架布局之后，先进行了重力荷载代表值的计算,进而求出在风荷载作用下的结构内力（弯矩、剪力、轴力）。接着计算竖向荷载（恒载及活荷载）作用下的结构内力，并进行内力组合计算，找出不利的一组或几组内力组合，选取最不利的组合计算配筋。整个结构在设计过程中，严格遵循相关的专业规范的要求，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。总之，适用、安全、经济、使用方便是本设计的原则。设计合理可行的建筑结构方案是现场施工的重要依据。关键词：框架结构荷载计算内力计算计算配筋86Architecturalandstructu

7、raldesignofTianshunmulti-officebuildingAbstract:Thisprojectismulti-storeyofficebuildingfortheSkywayproject,usingsteelreinforcedconcreteframestructuresystem,subjecttofive,theregionalseismicintensityof7degrees,nearearthquake,siteclassificationforthetypeIIsite.Dominantwinddirecti

8、onforthesummerwindsoutherlywinternorthwestwind,thebasicwindpr