V. The hardest part about considering block shear is identifying what the possible failure modes are and using judgment to determine which will govern without having to run calculations on all of them. The figure below shows the possible block shear modes for single angle tension member with one leg bolted. Which block shear mode would you check? The eff PR Tension Mode 1 (a) Model 1 (d) Model 1 and 2 (Ac) (b) Model 2 (e) Model 1 and 3 .... Mode 2 (c) Model 3 (f) Model 2 and 3 Mode 3
V. The hardest part about considering block shear is identifying what the possible failure modes are and using judgment to determine which will govern without having to run calculations on all of them. The figure below shows the possible block shear modes for single angle tension member with one leg bolted. Which block shear mode would you check? The eff PR Tension Mode 1 (a) Model 1 (d) Model 1 and 2 (Ac) (b) Model 2 (e) Model 1 and 3 .... Mode 2 (c) Model 3 (f) Model 2 and 3 Mode 3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Which block shear mode(s) would you check?
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