2. A 1/2×5 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 Ae equals the actual net area An. Find the axial tensile load capacity Pt. (Note: An-Ag-Aholes, Pr=0.5FuAn, Fu=58ksi ) ½ in. Gusset PL PL½ x5 in.+ in. ¾ in. -in.-diameter bolts Section

2. A 1/2×5 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 Ae equals the actual net area An. Find the axial tensile load capacity Pt. (Note: An-Ag-Aholes, Pr=0.5FuAn, Fu=58ksi ) ½ in. Gusset PL PL½ x5 in.+ in. ¾ in. -in.-diameter bolts Section

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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