A ½ x 5 plate of A36 steel is used as a tension member. It is connected to a gus- set plate with four 8-inch-diameter bolts as shown in Figure 3.3. Assume that the effective net area A, equals the actual net area A, (we cover computation of effec- tive net area in Section 3.3). a. What is the design strength for LRFD? b. What is the allowable strength for ASD? FIGURE 3.3 ½ in. Gusset PL PL½ x 5 5/g in. + s in. 3/4 in. %3D Restangular Snip /3-in.-diameter bolts Section

A ½ x 5 plate of A36 steel is used as a tension member. It is connected to a gus- set plate with four 8-inch-diameter bolts as shown in Figure 3.3. Assume that the effective net area A, equals the actual net area A, (we cover computation of effec- tive net area in Section 3.3). a. What is the design strength for LRFD? b. What is the allowable strength for ASD? FIGURE 3.3 ½ in. Gusset PL PL½ x 5 5/g in. + s in. 3/4 in. %3D Restangular Snip /3-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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