Hao Jiping, Fan Jinkai, Wang Xiantie, Ta Yanyan, Wei Peng. CALCULATION INVESTIGATION OF LOCAL BUCKLING STABILITY FOR AXIALLY COMPRESSED SINGLE EQUAL LEG ANGLE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 22-24. doi: 10.13204/j.gyjz200906005
Citation:
Hao Jiping, Fan Jinkai, Wang Xiantie, Ta Yanyan, Wei Peng. CALCULATION INVESTIGATION OF LOCAL BUCKLING STABILITY FOR AXIALLY COMPRESSED SINGLE EQUAL LEG ANGLE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 22-24. doi: 10.13204/j.gyjz200906005
Hao Jiping, Fan Jinkai, Wang Xiantie, Ta Yanyan, Wei Peng. CALCULATION INVESTIGATION OF LOCAL BUCKLING STABILITY FOR AXIALLY COMPRESSED SINGLE EQUAL LEG ANGLE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 22-24. doi: 10.13204/j.gyjz200906005
Citation:
Hao Jiping, Fan Jinkai, Wang Xiantie, Ta Yanyan, Wei Peng. CALCULATION INVESTIGATION OF LOCAL BUCKLING STABILITY FOR AXIALLY COMPRESSED SINGLE EQUAL LEG ANGLE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 22-24. doi: 10.13204/j.gyjz200906005
Single equal leg angles are usually used as axial compression members in steel structures,especially in transmission towers design.However,during design calculation,the ratio of steel angle edge width to its thickness will be a problem either using current Code for Design of Steel Structures(GB 500172003),or using Design of Latticed Steel Transmission Structures(ANSI/ASCE 1097).Based on the elastic stability theory,width to thickness ratio limitation computation was deduced for single equal leg angle axial compression members,and proposed design calculation methods were also proposed.
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