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摘要本设计为银行办公楼的设计，建筑总长50.4米，总宽17.4米，建筑主体高度30.3米，，总建筑面积约为7062 左右。
该设计按照给定条件和相应建筑规范确定建筑选型，该建筑为标准内廊式，并进行结构设计，确定结构方案选择，计算恒载、活载及框架内力，同时根据内力组合设计梁柱的配筋。此外，还进行了楼梯、双向板和基础的选择和计算。结构必须能够承受所有荷载而不至于部分破坏和倒塌，计算的内力进行了相应的调幅，使得梁柱的各控制截面弯矩分布更加均衡，更加接近于实际，从而使得框架结构设计更安全和合理。51242
本框架为7度抗震设计，先利用弯矩二次分配法进行了竖向荷载的计算，包括恒荷载，活荷载，接着利用D值法计算横向荷载，主要计算了地震荷载和风荷载，然后根据内力组合值，进行配筋计算。利用相应绘图软件完成建筑图，结构图。
毕业论文关键词：框架结构；结构布置；建筑设计；结构计算；内力计算；配筋计算。
Abstract The design for the design of bank office building, building a total length of 50.4 meters, 17.4 meters wide, 30.3 meters high, the main building, a total construction area of about 7062.
Building type selection of the design is determined according to the given conditions and relevant building codes, the building as a standard within the gallery, and carried on the structure design, determine the structure scheme selection, calculation of dead load, live load and internal frame, and according to the internal force combination the reinforcement design of beam and column. In addition, also the selection and calculation of the stairs, two-way slab and foundation. The structure must be able to withstand all load and not part of damage and collapse, to calculate the internal forces of the corresponding amplitude modulation, the control section bending moment distribution of beam and column is more balanced, more close to the reality, which makes the structure design more safe and reasonable.
The framework for the 7 degree seismic design, first for the calculation of vertical load using the moment two methods of distribution, including dead load, live load, then use the D method for calculating lateral load, seismic load and wind load are calculated, and then based on the combination of internal force, reinforcement calculation. Complete building plans using graphics software, structure diagram
Keywords frame structure; structure; architectural design; structure calculation; calculation; calculation of reinforcement
目 录
1 工程概况 1
1.1工程概述 1
1.2结构设计依据 1
1.3材料选用 1
2 建筑设计 2
2.1 建筑平面设计 2
2.2 建筑立面设计 2
2.3 屋顶设计 2
3 结构方案的选择及结构布置 3
3.1结构方案 3
3.2结构布置 3
3.3柱网尺寸及层高 4
3.4梁、柱截面尺寸的初步确定 4
3.5楼板选择 5
3.6结构横向框架的计算简图 5
4 竖向荷载作用下的内力计算 6
4.1计算单元： 6
4.2恒荷载计算