2. A 1/2X5 plate of A36 steel is used as a tension member. It is connected to a gusset plate with four 5/8-inch-diameter bolts as shown in the figure. Assume that the effective net area Ac equals the actual net area An. Find the axial tensile load capacity Pt. (Note: An Ag-Aholes, P-0.5FUA,, Fu=58ksi ) ½ in. Gusset PL PL x5 in. + % in. ¼ in. %-in.-diameter bolts Section

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Steel structure design

2. A 1/2X5 plate of A36 steel is used as a tension member. It is connected to a gusset
plate with four 5/8-inch-diameter bolts as shown in the figure. Assume that the
effective net area Ac equals the actual net area An. Find the axial tensile load capacity
Pt. (Note: A,-Ag-Aholes, Pr-0.5FuAn, Fu-58ksi )
½ in.
Gusset PL
PL½ x5
% in. + % in.
4 in.
%-in.-diameter bolts
Section
Transcribed Image Text:2. A 1/2X5 plate of A36 steel is used as a tension member. It is connected to a gusset plate with four 5/8-inch-diameter bolts as shown in the figure. Assume that the effective net area Ac equals the actual net area An. Find the axial tensile load capacity Pt. (Note: A,-Ag-Aholes, Pr-0.5FuAn, Fu-58ksi ) ½ in. Gusset PL PL½ x5 % in. + % in. 4 in. %-in.-diameter bolts Section
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