半日浮生 计算书改 - 副本.doc

鹤山区综合办公楼设计 摘要 3 前言 4 第一章 设计任务及基本要求 4 1.1 设计原始资料 4 1.2 建筑设计要求 5 1.3结构设计任务及要求 5 第二章 建筑设计说明 5 2.1建筑平面设计 5 2.2剖面设计 6 第三章 结构设计 7 3.1 结构方案的选择及结构布置 7 第四章 侧移线刚度计算 9 第五章 恒荷载作用下内力计算 10 5.1 框架恒荷载标准值计算 10 5.2 框架梁恒载作用下线荷载统计计算 12 5.3 框架节点集中荷载计算 14 5.4 恒载作用下框架梁的内力计算 18 第六章 活荷载作用下内力计算 25 6.1 框架梁活恒载作用下线荷载统计计算 26 6.2 活荷载作用下框架节点集中荷载计算 27 6.3 活载作用下框架梁的内力计算 29 第七章 风荷载作用下内力计算 36 7.1 风荷载标准值计算 36 7.2 风载作用下抗侧移刚度D的计算： 37 7.3 风荷载作用下的内力计算 39 第八章 地震荷载作用下内力计算 44 8.1 重力荷载代表值计算 44 8.2 横向框架自振周期计算 45 8.3 横向水平地震作用计算 46 8.4 水平地震作用下框架的内力计算 48 第九章 内力组合 53 9.1 横向框架梁的内力组合 54 9.2 竖向框架柱的内力组合 61 第十章 截面设计 67 10.1 设计内力 67 10.2 梁截面设计 67 10.3 框架柱截面设计 69 第十一章 基础设计 73 第十二章 板的设计 79 第十三章 楼梯设计 84 结论 89 谢辞 90 参考文献 91 摘要 鹤山区综合办公楼设计This project is design of Xiangshan Inn, for concrete frame system. Major is in the process of graduation design on architectural design and structure design of two parts. Computerized structural design is divided into hand calculation and two parts, building parts of which are mainly on function Division of structure, elevation and section of the plane, to further determine project. And in part of the structural design, mainly for seismic design of beam - column design, and overall. Hand calculation part of specific steps to a PIN horizontal framework for structural calculation and design of the framework, that is determined on the basis of calculation of sketch, through horizontal and vertical loads calculated beam combination of internal forces of the most disadvantaged, and design to determine the section of the beam section dimensions and required reinforcement area. In addition to the design of beam - column joints, according to the graduation requirements, you need to design a staircase, Foundation and cast plates. Part PKPM application is mainly conducted computerized modeling and load input structure, get computerized results and analysis of its reasonableness. Finally, should also be computerized comparison of hand calculation and results and analysis of its reasons for the variance