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Verify, by both ASD and LRFD, the strength of an L4x4x% as shown in figure (2) ASTM A36, with one line of (4) % in. diameter bolts in standard holes. The member carries a dead load of 20 kips and a live load of 60 kips in tension. Calculate at what length this tension member would cease to satisfy the recommended slenderness limit. L4x4x2 1½ 3@3.00 **Dia bolts in standard holes.

Verify, by both ASD and LRFD, the strength of an L4x4x% as shown in figure (2) ASTM A36, with one line of (4) % in. diameter bolts in standard holes. The member carries a dead load of 20 kips and a live load of 60 kips in tension. Calculate at what length this tension member would cease to satisfy the recommended slenderness limit. L4x4x2 1½ 3@3.00 **Dia bolts in standard holes.

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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Verify, by both ASD and LRFD, the strength of an L4x4x% as shown in figure (2) ASTM A36, with one line of (4) % in. diameter bolts in standard holes. The member carries a dead load of 20 kips and a live load of 60 kips in tension. Calculate at what length this tension member would cease to satisfy the recommended slenderness limit. L4x4x2 1½ 3@3.00 **Dia bolts in standard holes.
Transcribed Image Text:Verify, by both ASD and LRFD, the strength of an L4x4x% as shown in figure (2) ASTM A36, with one line of (4) % in. diameter bolts in standard holes. The member carries a dead load of 20 kips and a live load of 60 kips in tension. Calculate at what length this tension member would cease to satisfy the recommended slenderness limit. L4x4x2 1½ 3@3.00 **Dia bolts in standard holes.
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