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002060
2025-08-25

Design Resistance of Unstiffened Column Web Subject to Transverse Compression

The design resistance of an unstiffened column web subject to transverse compression

Fc,wc,Rd=ω kwc beff,c,wc twc fy,wcγM0; but  Fc,wc,Rd≤ω kwc ρ beff,c,wc twc fy,wc  γM1
;