| 受弯构件截面高度和配筋的控制计算 |
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| 引用本文： | 胡信芳,徐洁. 受弯构件截面高度和配筋的控制计算[J]. 工业建筑, 2006, 36(Z1): 280-283 |
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| 作者姓名： | 胡信芳 徐洁 |
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| 作者单位： | 1. 大唐信阳华豫发电有限责任公司,信阳,464100
2. 湖北省应城市建筑勘察设计院,应城,432400 |
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| 摘 要： | 根据现行《混凝土结构设计规范》[1](CB 50010-2002)中相关公式,推导出受弯构件截面高度和配筋的控制计算公式和具体控制值,使设计方便、简捷、合理。
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| 关 键 词： | 受弯构件 截面高度 配筋 控制 计算 |
| 修稿时间： | 2005-11-25 |
CONTROLLING CALCULATION OF SECTIONAL ALTITUDE AND STEEL OF FLEXURAL MEMBERS |
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| Hu Xinfang,Xu Jie. CONTROLLING CALCULATION OF SECTIONAL ALTITUDE AND STEEL OF FLEXURAL MEMBERS[J]. Industrial Construction, 2006, 36(Z1): 280-283 |
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| Authors: | Hu Xinfang Xu Jie |
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| Abstract: | According to the rele vant formula in "Code for Design of Concrete Structures"(GB 50010-2002),it was deduced a formula for the controlling calculation of sectional altitude and steel of flexural members,as well as the specific values.Which make the design convenient,forthright and rational. |
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| Keywords: | flexural members sectional altitude steel controlling calculating |
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