Determine the design capacity of the given tension member. Assume that the slenderness requirement is satisfied and the gusset plate & connection designs are adequate. Use LRFD specifications. •L7 x 7 x 1 ASTM A36 0.625" diameterbolts Gusset plate 3.5" 2" 3.5" 1.8" . 1.8" °cg Assume 40 ksi for the plate yield strength 60 ksi for the plate ultimate strength additional 1/8 inches additional to the bolt hole diameter Neglect shear in rivets
Determine the design capacity of the given tension member. Assume that the slenderness requirement is satisfied and the gusset plate & connection designs are adequate. Use LRFD specifications. •L7 x 7 x 1 ASTM A36 0.625" diameterbolts Gusset plate 3.5" 2" 3.5" 1.8" . 1.8" °cg Assume 40 ksi for the plate yield strength 60 ksi for the plate ultimate strength additional 1/8 inches additional to the bolt hole diameter Neglect shear in rivets
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Round of to 4 decimal places for the final answer, Thankyou. Will upvote
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