A bolted connection between a vertical column and a diagonal brace is shown in the figure below. The connection consists of three 5/8-in. bolts that join two 1/4-in. end plates welded to the brace and a 5/8-in. gusset plate welded to the column. The compressive load P carried by the brace equals 8.0 k. Determine the following quantities: (a) The average shear stress Tave in the bolts, and (b) the average bearing stress ơb between the gusset plate and the bolts. (Disregard friction between the plates.)
A bolted connection between a vertical column and a diagonal brace is shown in the figure below. The connection consists of three 5/8-in. bolts that join two 1/4-in. end plates welded to the brace and a 5/8-in. gusset plate welded to the column. The compressive load P carried by the brace equals 8.0 k. Determine the following quantities: (a) The average shear stress Tave in the bolts, and (b) the average bearing stress ơb between the gusset plate and the bolts. (Disregard friction between the plates.)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3 - please provide a clear and complete solution, thanks!
![3.
A bolted connection between a vertical column and a diagonal brace is shown in the figure below.
The connection consists of three 5/8-in. bolts that join two 1/4-in. end plates welded to the brace
and a 5/8-in. gusset plate welded to the column. The compressive load P carried by the brace
equals 8.0 k. Determine the following quantities: (a) The average shear stress Tave in the bolts, and
(b) the average bearing stress ob between the gusset plate and the bolts. (Disregard friction
between the plates.)
Column
Brace
End plates
for brace
Gusset
plate](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F52ddf1c9-d39f-4ff2-8c6a-45352b3b1aca%2Faacd26f1-4f76-4780-96b6-8275dc67dd5e%2Fmjit0v8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3.
A bolted connection between a vertical column and a diagonal brace is shown in the figure below.
The connection consists of three 5/8-in. bolts that join two 1/4-in. end plates welded to the brace
and a 5/8-in. gusset plate welded to the column. The compressive load P carried by the brace
equals 8.0 k. Determine the following quantities: (a) The average shear stress Tave in the bolts, and
(b) the average bearing stress ob between the gusset plate and the bolts. (Disregard friction
between the plates.)
Column
Brace
End plates
for brace
Gusset
plate
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