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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
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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Please find the total service load capacity for the following tension member as per attached image.

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" | * * * * * * * *
Transcribed Image Text: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" | * * * * * * * *
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