A NEW CALCULATING MEANS OF THE NORMAL SECTION BEARING CAPACITY OF RC FLEXURAL MEMBER--CHORD METHOD

Zhang Liren; Xie Xinghui

doi:10.13204/j.gyjz200408029

Volume 34 Issue 8

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Zhang Liren, Xie Xinghui. A NEW CALCULATING MEANS OF THE NORMAL SECTION BEARING CAPACITY OF RC FLEXURAL MEMBER--CHORD METHOD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 90-92. doi: 10.13204/j.gyjz200408029

Citation:

Zhang Liren, Xie Xinghui. A NEW CALCULATING MEANS OF THE NORMAL SECTION BEARING CAPACITY OF RC FLEXURAL MEMBER--CHORD METHOD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 90-92. doi: 10.13204/j.gyjz200408029

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A NEW CALCULATING MEANS OF THE NORMAL SECTION BEARING CAPACITY OF RC FLEXURAL MEMBER--CHORD METHOD

doi: 10.13204/j.gyjz200408029

Zhang Liren¹,
Xie Xinghui²

1.
1. Xiangtan University Xiangtan 411105;
2.
2. Zhejiang Department of Prestressed Long-Span Building Hangzhou 310006

Received Date: 2004-04-03
Publish Date: 2004-08-20

Abstract

Abstract

It is analyzed and improved that the traditional calculating method for the normal section bearing capacity of RC flexural member; and a new calculating means-the chord method is proposed,which is not only more simplified,but also more beneficial to rationality and optimization of section design.
- RC flexural member,
- normal section bearing capacity,
- chord method,
- design optimization