A ½ x 5 plate of A36 steel is used as a tension member. It is connected to a gus- set plate with four 5/8-inch-diameter bolts as shown in Figure. 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? DI 1/2 in.

A ½ x 5 plate of A36 steel is used as a tension member. It is connected to a gus- set plate with four 5/8-inch-diameter bolts as shown in Figure. 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? DI 1/2 in.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.7.6P

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A 1 ⁄2 × 5-inch plate of A588 steel is used as a tension member. It is connected to a gusset plate with four 5 ⁄8-inch-diameter bolts as shown in Figure 1. Assume that the effective net area Ae equals the actual net area An. (a) Calculate the design strength for LRFD? (b) Calculate the allowable strength for ASD?
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