H 2. 3.4-4 A992 steel is used for the tension member shown in Figure P3.4-4. The bolts are 3/4 inch in diameter. The connection is to a %-in.-thick gusset plate. a. Determine the nominal strength based on the gross area. b. Determine the nominal strength based on the effective net area. W16 x 40 2″||+34"-3"-|| T 3½" | * * * * * * * *

H 2. 3.4-4 A992 steel is used for the tension member shown in Figure P3.4-4. The bolts are 3/4 inch in diameter. The connection is to a %-in.-thick gusset plate. a. Determine the nominal strength based on the gross area. b. Determine the nominal strength based on the effective net area. W16 x 40 2″||+34"-3"-|| T 3½" | * * * * * * * *

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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