design code for structural steel
design code for structural steel
(OP)
Bidders propeses ASTM A36 material istead of S275 J2 or S355ML/NL for structural steel (Piperack, Equipment Structure, etc.) on the basis of international standards for most optimal and economical design. Is it really optimal? pls explain why






RE: design code for structural steel
I don't really know which is optimal because the structural engineer will design the structure based on Fy of steel (36ksi or 50ksi)