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偏心受压双角钢组合截面杆件的强度和稳定性计算
引用本文:智淑亚,辛晶,孙文顺,程丰渊.偏心受压双角钢组合截面杆件的强度和稳定性计算[J].锅炉制造,2004(4):46-48.
作者姓名:智淑亚  辛晶  孙文顺  程丰渊
作者单位:1. 济宁职业技术学院,山东,济宁,272100
2. 济南锅炉集团有限公司,山东,济南,250023
3. 哈尔滨锅炉厂有限责任公司,黑龙江,哈尔滨,150046
摘    要:全面分析了在锅炉构架设计中常用的偏心受压双角钢组合截面杆件的强度和稳定性计算方法,导出了计算偏心受压双角钢组合截面杆件允许荷载设计值的表达式,并提供了与强度和稳定计算有关的系列公式,以方便于编程。

关 键 词:双角钢组合截面  偏心受压  强度  稳定  允许荷载设计值
文章编号:CN23-1249(2004)04-0046-03
修稿时间:2004年3月16日

Strength and Stability Calculation on Eccentric Compression Bars with Dual-angle Steel Combined Section
ZHI Shuya,XIN Jing,SUN Wenshun,CHENG Fengyuan.Strength and Stability Calculation on Eccentric Compression Bars with Dual-angle Steel Combined Section[J].Boiler Manufacturing,2004(4):46-48.
Authors:ZHI Shuya  XIN Jing  SUN Wenshun  CHENG Fengyuan
Affiliation:ZHI Shuya~1,XIN Jing~2,SUN Wenshun~2,CHENG Fengyuan~3
Abstract:The writers have analyzed completely the strength and stability calculation methods of eccentric compression bars with dual-angle steel combined section which are often used in boiler structural design, deduced the expressive formula calculating the allowable load designed value of bars with the dual-angle steel combined section. The writers also provide a series of formulas related to strength and stability calculation so that it is convenient to edit program.
Keywords:dual-angle steel combined section  eccentric compression  strength  stability  allowable load designed value  
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