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整体双向交梁楼盖设计及构造
引用本文:康守和. 整体双向交梁楼盖设计及构造[J]. 山西建筑, 2005, 31(4): 35-36
作者姓名:康守和
作者单位:山西农业大学
摘    要:介绍了双向板的受力特点,分别按弹性理论和塑性理论阐述了双向板的计算方法,论述了钢筋的配置计算及构造钢筋的设置措施,总结出截面设计中应注意的几点内容。

关 键 词:双向板  弹性理论  塑性理论  配筋构造
文章编号:1009-6825(2005)04-0035-02
修稿时间:2004-10-28

Design & structure of roof built by whole bi-directional cross-beam
KANG Shou-he. Design & structure of roof built by whole bi-directional cross-beam[J]. Shanxi Architecture, 2005, 31(4): 35-36
Authors:KANG Shou-he
Abstract:It introduces stress characteristics of bidirectional board,illustrates calculative method of bidirectional board according to elasticity theory & plasticity theory separately,discusses distributive calculation of steel bat & arrangement measures of structural steel bar,and concludes several noteworthy contents in design of section.
Keywords:bidirectional board   elasticity theory   plasticity theory   structure of distributive steel bar
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