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WITH COMPLETE SOLUTION A welded steel girder having the cross section of two fabricated 280 mm...

WITH COMPLETE SOLUTION
A welded steel girder having the cross section of two fabricated 280 mm x 25 mm flange and a 600 mm x 15 mm web plate. The plates are joined by four fillet welds that run continuously for the length of the 6 m span girder. Each weld has an allowable load of 330 kN/m.
1.Determine the maximum allowable shear force V for the girder in kN.
2. Calculate the maximum bending stress of the girder if it carries a uniform load of w throughout its span, MPa.
3. Compute the maximum horizontal shear stress of the beam, MPa.

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