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The flanges of a W200x52 G40.21-350W steel tension member are connected to 16 gusset plates using 12-M22 bolts as shown in the figure below. Determine the tensile resistance of the member. [Hint: You will need to consider shear lag] 20 30 75 75

The flanges of a W200x52 G40.21-350W steel tension member are connected to 16 gusset plates using 12-M22 bolts as shown in the figure below. Determine the tensile resistance of the member. [Hint: You will need to consider shear lag] 20 30 75 75

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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Tension member 

The flanges of a W200x52 G40.21-350W steel tension member are connected to 16 mm gusset plates using 12-M22 bolts as shown in the figure below. Determine the tensile resistance of the member. [Hint: You will need to consider shear lag] 38 30 75 75
Transcribed Image Text:The flanges of a W200x52 G40.21-350W steel tension member are connected to 16 mm gusset plates using 12-M22 bolts as shown in the figure below. Determine the tensile resistance of the member. [Hint: You will need to consider shear lag] 38 30 75 75
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