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The A36 tension member shown in is connected with three 2-in. bolts. Determine its allowable strength considering both block shear and ten- sile capacity. 3/2 in. ++ L6 X 4x (A = 4.75 in.², x for unconnected leg = 0.987 in.) Shear plane. Tension plane T T -2 in. 2 in. 4 in. 4 in.

The A36 tension member shown in is connected with three 2-in. bolts. Determine its allowable strength considering both block shear and ten- sile capacity. 3/2 in. ++ L6 X 4x (A = 4.75 in.², x for unconnected leg = 0.987 in.) Shear plane. Tension plane T T -2 in. 2 in. 4 in. 4 in.

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 A36 tension member shown in - is connected with three 2-in. bolts. Determine its allowable strength considering both block shear and ten- sile capacity. 31/2 in. + L6 x 4 x 1/ - (A = 4.75 in.², x for unconnected leg = 0.987 in.) Shear plane Tension plane T T + - 2/1/2 in. 2 in. 4 in. 4 in.
Transcribed Image Text:The A36 tension member shown in - is connected with three 2-in. bolts. Determine its allowable strength considering both block shear and ten- sile capacity. 31/2 in. + L6 x 4 x 1/ - (A = 4.75 in.², x for unconnected leg = 0.987 in.) Shear plane Tension plane T T + - 2/1/2 in. 2 in. 4 in. 4 in.
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