7. The bracket shown is welded on one side of a steel column with 800mm of 6mm fillet weld. Determine the maximum shear stress on the weld. If the allowable stress si 400 MPa what is the allowable load that the connection can carry? 44 kN 300 mm F.W. ON NEAR SIDE F.W. ON FAR SIDE F.W. ON FAR SIDE F.W. ON NEAR SIDE 200 mm 200 mm

7. The bracket shown is welded on one side of a steel column with 800mm of 6mm fillet weld. Determine the maximum shear stress on the weld. If the allowable stress si 400 MPa what is the allowable load that the connection can carry? 44 kN 300 mm F.W. ON NEAR SIDE F.W. ON FAR SIDE F.W. ON FAR SIDE F.W. ON NEAR SIDE 200 mm 200 mm

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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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

7. The bracket shown is welded on one side of a steel column with 800mm of 6mm fillet weld.
Determine the maximum shear stress on the weld. If the allowable stress si 400 MPa what is the
allowable load that the connection can carry?
44 kN
300 mm
F.W. ON
NEAR SIDE
F.W. ON
FAR SIDE
F.W. ON
FAR SIDE
F.W. ON
NEAR SIDE
200 mm
200 mm

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