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For most heavily loaded HSS columns, ASTM A500 Grade C is the starting point because it provides a 50 ksi minimum yield strength. The correct purchase still depends on the governing design code, section slenderness, weld procedure and the evidence recorded on the MTR or MTC.
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Use this ASTM F3125 procurement and inspection checklist before structural bolts reach the erection crew. It covers grade identification, markings, mill test reports, testing records, lot traceability and certification.
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