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