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3 in 가2in = 4 2 in = 4, L6 x 4 x (A = 4.75 in?, x in unconnected leg = 0.981 in) 4 in 10 in 4 in Shear plane - Tension plane

3 in 가2in = 4 2 in = 4, L6 x 4 x (A = 4.75 in?, x in unconnected leg = 0.981 in) 4 in 10 in 4 in Shear plane - Tension plane

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The A572 Grade 50 (Fu = 65 ksi) tension member shown in Fig. 3.19 is connected with three 3/4-in bolts. Determine the LRFD block shear rupture strength and the ASD allowable block-shear rupture strength of the member. Also calculate the LRFD design tensile strength and the ASD allowable tensile strength of the member.

3 in 가2in = 4 2 in = 4, L6 x 4 x (A = 4.75 in?, x in unconnected leg = 0.981 in) 4 in 10 in 4 in Shear plane - Tension plane
Transcribed Image Text:3 in 가2in = 4 2 in = 4, L6 x 4 x (A = 4.75 in?, x in unconnected leg = 0.981 in) 4 in 10 in 4 in Shear plane - Tension plane
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