EXPLORATION AND SUMMARIZATION OF METHOD OF COMPUTING BEARING CAPACITY OF STEEL??CONCRETE COMPOSITE BEAMS WITH WEB OPENING

Bai Yongsheng; Jiang Yongsheng; Liang Shuting; Chen Lin

doi:10.13204/j.gyjz200406022

Volume 34 Issue 6

Dec. 2014

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Bai Yongsheng, Jiang Yongsheng, Liang Shuting, Chen Lin. EXPLORATION AND SUMMARIZATION OF METHOD OF COMPUTING BEARING CAPACITY OF STEEL??CONCRETE COMPOSITE BEAMS WITH WEB OPENING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 68-70,83. doi: 10.13204/j.gyjz200406022

Citation:

Bai Yongsheng, Jiang Yongsheng, Liang Shuting, Chen Lin. EXPLORATION AND SUMMARIZATION OF METHOD OF COMPUTING BEARING CAPACITY OF STEEL??CONCRETE COMPOSITE BEAMS WITH WEB OPENING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 68-70,83. doi: 10.13204/j.gyjz200406022

Citation:

Bai Yongsheng, Jiang Yongsheng, Liang Shuting, Chen Lin. EXPLORATION AND SUMMARIZATION OF METHOD OF COMPUTING BEARING CAPACITY OF STEEL??CONCRETE COMPOSITE BEAMS WITH WEB OPENING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 68-70,83. doi: 10.13204/j.gyjz200406022

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EXPLORATION AND SUMMARIZATION OF METHOD OF COMPUTING BEARING CAPACITY OF STEEL??CONCRETE COMPOSITE BEAMS WITH WEB OPENING

doi: 10.13204/j.gyjz200406022

1.
College of Civil Engineering,Southeast University Nanjing 210096

Received Date: 2003-12-08
Publish Date: 2004-06-20

Abstract

Abstract

Three ways to calculate bearing capacities of steel composite beams are introduced, and then the shortcomings of them are pointed out. After that modified ways are provided and they are verified by test data, which is executed on a cantilever composite beams with web opening . It is evident that the modified ways are feasible. In the end other aspects of designing the composite beams with web opening are specified in a simple way.
- composite beams of steel concrete,
- web openings,
- calculation of bearing capacity

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References(5)

References

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[3] Lawson R M,Chung K F,Price A M.Test on Composite Beams with Large Web Openings to Justify Existing Design Method.The Structural Engineer,1992,70(1):1～7

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