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] 30 75 75 38

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] 30 75 75 38

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.12.2P

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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

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]
30 75 75
38

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