Calculate the design (LRFD) block shear rupture strength (kN) of a WT155X39.5, attached through the flange with six M22 bolts as shown. The yield strength of the steel is 345 MPa and the ultimate tensile strength is 483 MPa.
Calculate the design (LRFD) block shear rupture strength (kN) of a WT155X39.5, attached through the flange with six M22 bolts as shown. The yield strength of the steel is 345 MPa and the ultimate tensile strength is 483 MPa.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.6.3P
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