A bolted connection between a vertical column and a diagonal brace is shown in the figure below. The connection consists of three 3/8-in. bolts that join two 1/4-in. end plates welded to the brace and a 3/8-in. gusset plate welded to the column. The compressive load P carried by the brace equals 6.0 kips. Determine the following quantities: (a) The average shear stress (τ)ave in the bolts, and (b) the average bearing stress (σ)b 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 3/8-in. bolts that join two 1/4-in. end plates welded to the brace and a 3/8-in. gusset plate welded to the column. The compressive load P carried by the brace equals 6.0 kips. Determine the following quantities: (a) The average shear stress (τ)ave in the bolts, and (b) the average bearing stress (σ)b 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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A bolted connection between a vertical column and a diagonal brace is shown in the figure below. The connection consists of three 3/8-in. bolts that join two 1/4-in. end plates welded to the brace and a 3/8-in. gusset plate welded to the column. The compressive load P carried by the brace equals 6.0 kips. Determine the following quantities: (a) The average shear stress (τ)ave in the bolts, and (b) the average bearing stress (σ)b between the gusset plate and the bolts. (Disregard friction between the plates.)
Transcribed Image Text:P
Column
Brace
End plates
for brace
Gusset
plate
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