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.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.5.4P

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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

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