Beam or Column Web Connection in Direct Tension

American Codes

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Review Report

Shape Designation Column f_y = ksi

Allowable Resistance P_a = kips

Connection Information c = in. L = in.

Welded Connection Bolted Tee Connection Bolted With Doubler Plate Type of Connection

ASD LRFD Richard H. Kapp, Yiled Line Analysis of a Web Connection in Direct Tension Engineering Journal, AISC, Second Quarter, 1974 Reference: Beam or Column Web Connection in Direct Tension