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

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.6.4P: Select an American Standard Channel shape for the following tensile loads: dead load = 54 kips, live...

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