Determine the LRFD design tensile strength of the bolted connection shown. The angles are connected through the longer legs to a % x 11 in plate. Holes are made for % in bolts. Use steel F,-50 ksi F,-65 ks L5x3x% (4, = 4.92in,x 0.947in, y=1.69in). Consider block shear in your calculations. %3D %3D 3/4" plate 3" 2L5 x 3 % x 5/8 -Pr Pr 3".
Determine the LRFD design tensile strength of the bolted connection shown. The angles are connected through the longer legs to a % x 11 in plate. Holes are made for % in bolts. Use steel F,-50 ksi F,-65 ks L5x3x% (4, = 4.92in,x 0.947in, y=1.69in). Consider block shear in your calculations. %3D %3D 3/4" plate 3" 2L5 x 3 % x 5/8 -Pr Pr 3".
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.5.1P
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