CALCULATION OF STEEL-PIPE COLUMN BASE CONNECTION UNDER A COMBINATION LOADING OF COMPRESSION,SHEAR AND TWISTING

Jin Hui; Zhang Qilin; Xu Zhimin

doi:10.13204/j.gyjz200512023

Volume 35 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(12): 84-87

Jin Hui, Zhang Qilin, Xu Zhimin. CALCULATION OF STEEL-PIPE COLUMN BASE CONNECTION UNDER A COMBINATION LOADING OF COMPRESSION,SHEAR AND TWISTING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 84-87. doi: 10.13204/j.gyjz200512023

Citation:

Jin Hui, Zhang Qilin, Xu Zhimin. CALCULATION OF STEEL-PIPE COLUMN BASE CONNECTION UNDER A COMBINATION LOADING OF COMPRESSION,SHEAR AND TWISTING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 84-87. doi: 10.13204/j.gyjz200512023

Citation:

PDF( 0 KB)

CALCULATION OF STEEL-PIPE COLUMN BASE CONNECTION UNDER A COMBINATION LOADING OF COMPRESSION,SHEAR AND TWISTING

doi: 10.13204/j.gyjz200512023

1.
1. College of Civil Engineering,Southeast University Nanjing 210096;
2.
2. Department of Building Engineering,Tongji University Shanghai 200092;
3.
3. Xinxiang Tianfeng Steel Sheet Development Corporation Xinxiang 453000

Received Date: 2005-09-15
Publish Date: 2005-12-20

Abstract

Abstract

F-type steel-pipe column is often used for outdoor advertisement board and traffic sign.The wind load is the control load.The column base is under eccentric compression and shearing force.The bending moments of two axial directions and the twisting moment are large.Based on classical methods a design and calculation procedure are proposed for the base-plate and anchor bolts of steel-pipe column base connections, which is different from that of the profile steel column base.
- steel-pipe column,
- column base,
- base-plate,
- anchor bolt