| 满足裂缝要求的受弯构件最小配筋率的简化计算 |
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| 引用本文： | 王玉琴.满足裂缝要求的受弯构件最小配筋率的简化计算[J].陕西理工学院学报(自然科学版),2004,20(3):53-55. |
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| 作者姓名： | 王玉琴 |
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| 作者单位： | 陕西理工学院,土建系,陕西,汉中,723003 |
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| 摘 要： | 结合《混凝土结构设计规范》(GB50010-2002),给出了钢筋混凝土受弯构件满足规范规定的裂缝宽度要求的最小配筋率的简化计算公式以及它与按强度计算的配筋率之间的关系,大大减少计算工作量,为结构设计人员提供方便。
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| 关 键 词： | 受弯构件 裂缝宽度 计算配筋率 最小配筋率 |
| 文章编号： | 1002-3410(2004)03-0053-03 |
| 修稿时间： | 2004年3月26日 |
Simplied calculation to the minimum reinforcement ratio of flexural members to be content crack |
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| WANG Yu-qin.Simplied calculation to the minimum reinforcement ratio of flexural members to be content crack[J].Journal of Shananxi University of Technology:Natural Science Edition,2004,20(3):53-55. |
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| Authors: | WANG Yu-qin |
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| Abstract: | In this paper, according to Code for design of concrete structures (GB 50010-2002), we analyze and propose the relationship between the reinforcement ratio calculated by strength and the minimum reinforcement ratio, which is content with the crack width of the code. So the amount of computational work reduces largely. The simplified calculation method can offer convenience for structural designer. |
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| Keywords: | flexural member crack width calculated reinforcement ratio minimum reinforcement ratio |
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