The angle shown below is A992 steel joined to a 3/4 in thick gusset plate (not shown) with 3 bolts. The bolts are group A bolts with threads NOT excluded from the shear plane. Considering only the limit state of bolt shear, what is the design strength of the connection.
The angle shown below is A992 steel joined to a 3/4 in thick gusset plate (not shown) with 3 bolts. The bolts are group A bolts with threads NOT excluded from the shear plane. Considering only the limit state of bolt shear, what is the design strength of the connection.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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what is the design strength. Choose correct option.
![The angle shown below is A992 steel joined to a 3/4 in thick gusset plate (not shown) with 3 bolts. The bolts are group A bolts with threads NOT excluded from the
shear plane. Considering only the limit state of bolt shear, what is the design strength of the connection.
1.5 in.
L6 × 4 x글 LLV
6 in
7 in Ø bolts
4 in
2 in. 3을 in 3 im
O 73 kips
O 24.5 kips
O 96 kips
O 132 kips](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff69614ee-13e8-43a9-82ea-f5d34ba7c505%2F07ce6e7b-21c2-4e09-9012-825d74cd5b82%2Fi1fkvvd_processed.png&w=3840&q=75)
Transcribed Image Text:The angle shown below is A992 steel joined to a 3/4 in thick gusset plate (not shown) with 3 bolts. The bolts are group A bolts with threads NOT excluded from the
shear plane. Considering only the limit state of bolt shear, what is the design strength of the connection.
1.5 in.
L6 × 4 x글 LLV
6 in
7 in Ø bolts
4 in
2 in. 3을 in 3 im
O 73 kips
O 24.5 kips
O 96 kips
O 132 kips
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