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1. A double-angle tension member, 2L 3 × 2 × 3/16 LLBB, of A36 steel is subjected to a dead load of 12 kips and a live load of 36 kips. It is connected to a gusset plate with 3/4- inch-diameter bolts through the long legs. Does this member have enough strength? Assume that Ae = 0.85An. a. ASD b. LRFD Section

1. A double-angle tension member, 2L 3 × 2 × 3/16 LLBB, of A36 steel is subjected to a dead load of 12 kips and a live load of 36 kips. It is connected to a gusset plate with 3/4- inch-diameter bolts through the long legs. Does this member have enough strength? Assume that Ae = 0.85An. a. ASD b. LRFD Section

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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1. A double-angle tension member, 2L 3 × 2 × 3/16 LLBB, of A36 steel is subjected to a dead load of 12 kips and a live load of 36 kips. It is connected to a gusset plate with 3/4- inch-diameter bolts through the long legs. Does this member have enough strength? Assume that Ae = 0.85An. a. ASD b. LRFD Section 1 (T COIC.:)
Transcribed Image Text:1. A double-angle tension member, 2L 3 × 2 × 3/16 LLBB, of A36 steel is subjected to a dead load of 12 kips and a live load of 36 kips. It is connected to a gusset plate with 3/4- inch-diameter bolts through the long legs. Does this member have enough strength? Assume that Ae = 0.85An. a. ASD b. LRFD Section 1 (T COIC.:)
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