hs sections
hs sections
(OP)
Is it true that HS sections don't buckle under compressive loads? and why does that happen?
Thank you
ngedm
Thank you
ngedm
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RE: hs sections
RE: hs sections
RE: hs sections
These sections will perform like any other section when acting like a strut. (ie a column)
When under flexure, HS sections will not normally fail under lateral torsional buckling depending upon D/B criteria.
The UK British Standard B.S. 5950:Part 1 : 1990 : Appendix B clause B.2.6.1 gives these criteria ( I apologise to all the international contributors to this forum)
RE: hs sections
RE: hs sections
Check your Fy for tube sections. Typically 46 ksi. That might get your tube to be compact.
RE: hs sections
RE: hs sections
RE: hs sections
BEAMS SIMLAR TO STEEL BEAMS, DESIGN BY ASD: Sx, OR ALLOWABLE
LOAD. IS THERE ANY SPECIAL CONSIDERATION TO TAKEN INTO ACCOUNT?