DISCUSSION ON CODE FOR DESIGN OF STEEL STRUCTURES(GB50017—2003)

Zhang Qingfang; Zhang Qingli

doi:10.13204/j.gyjz200906009

Volume 39 Issue 6

Dec. 2014

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Zhang Qingfang, Zhang Qingli. DISCUSSION ON CODE FOR DESIGN OF STEEL STRUCTURES(GB50017—2003)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 36-38,73. doi: 10.13204/j.gyjz200906009

Citation:

Zhang Qingfang, Zhang Qingli. DISCUSSION ON CODE FOR DESIGN OF STEEL STRUCTURES(GB50017—2003)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 36-38,73. doi: 10.13204/j.gyjz200906009

Zhang Qingfang, Zhang Qingli. DISCUSSION ON CODE FOR DESIGN OF STEEL STRUCTURES(GB50017—2003)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 36-38,73. doi: 10.13204/j.gyjz200906009

Citation:

Zhang Qingfang, Zhang Qingli. DISCUSSION ON CODE FOR DESIGN OF STEEL STRUCTURES(GB50017—2003)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 36-38,73. doi: 10.13204/j.gyjz200906009

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DISCUSSION ON CODE FOR DESIGN OF STEEL STRUCTURES(GB50017—2003)

doi: 10.13204/j.gyjz200906009

Zhang Qingfang¹,
Zhang Qingli²

1.
1. Shijiazhuang Railway Institute,Shijiazhuang 050043,China;
2.
2. Hebei Zhengyuan Chemical Design Co. Ltd. ,Shijiazhuang 050051,China

Received Date: 2009-02-10
Publish Date: 2009-06-20

Abstract

Abstract

Some personal views on Code for Design of Steel Structures(GB 500172003)are put forward.These include: design value of gravity load,second-order moments and beam-column formula,scope to checking fatigue,effective section,calculating of frame column braced with weak bracing system,tension capacity of high strength bolts.
- design code,
- second-order analysis,
- fatigue effective,
- section tension,
- capacity