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.)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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