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 7x 1 ASTM A36 0.625" diameterbolts Gusset plate 3.5" 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 7x 1 ASTM A36 0.625" diameterbolts Gusset plate 3.5" 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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Answer must be in kips and round of the final answer to 4 decimal places. Thankyou
![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"
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa4855d9b-f422-496e-a4a3-03d23946ffc6%2F1a61a967-960e-4670-9e6d-d0a0472afc92%2Fcuip79f_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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"
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
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