Compute the block shear design strength of the tension member shown in the figure. The holes are for 7/8- inch bolts and A36 steel is used (Fy 36 ksi, Fu = 58ksi) Assume Ubs 10 L3½ x 3% x %, A36 2" 3" 6-in, bolts

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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EXAMPLE #2:
Compute the block shear design strength of the tension member shown in the figure. The holes are for 7/8-
inch bolts and A36 steel is used (Fy 36 ksi, Fu = 58ksi)
Assime Ubs* 10
L3½ x 3% x %, A36
3"
3"
76-in, bolts
Transcribed Image Text:EXAMPLE #2: Compute the block shear design strength of the tension member shown in the figure. The holes are for 7/8- inch bolts and A36 steel is used (Fy 36 ksi, Fu = 58ksi) Assime Ubs* 10 L3½ x 3% x %, A36 3" 3" 76-in, bolts
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