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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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.
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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