摘 要
本计算书是针对华中科技大学土木工程专业2003级毕业设计——“某大学教学楼设计”的书面成果。本教学楼为五层现浇钢筋混凝土框架结构。长79.2m，宽16.14m，高20.5m。为三级抗震框架，7度设防，场地为二类一区，基础采用柱下钢筋混凝土扩展基础。
在“建筑设计”部分中，选择最终方案后针对最终建筑方案，确定了其具体建筑构造、做法与材料。
在“结构设计”部分中，首先选择一榀框架为本次手算的任务，明确其计算简图与各个计算参数；然后根据建筑做法确定其所受荷载，计算梁、柱、板与基础的内力；最后分别进行各构件的配筋计算。
在“结构设计”部分中，穿插进行“PKPM”电算，以保证计算成果的可靠性。并达到同手算成果对比、分析的目的。
关键字：毕业设计，教学楼，框架，抗震设计，地震作用
Abstract
The calculation report is written for the graduation design whose name is “Teaching Building in University”. The building is reinforcement concrete structure with five stories The length of the building is 79.2m, the width is 16.14m and the height is 20.5m.
In the process of “Architecture Design”, I determine the detailed conformation and the material of the building.
In the process of “Structure Design”, firstly, I determined to by hand and determined the sketch and the parameters of the frame. Secondly, I determined the loads on the frame and calculated the internal forces of the beams, the planes, the columns and the foundations. Lastly, how much reinforcement is necessary can be determined.
In the process of the graduation design, I made use of the computer program named “PKPM” to auditing and analysis my result which was calculated by hand.
Keyword: Graduation Design; Teaching Building.，Fames
Anti-seismic Design，Earthquake Function
某学校5层教学楼设计计算书.doc
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