Question

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.

Answer #1

ADVERTISEMENT

Get Answers For Free

Most questions answered within 1 hours.

ADVERTISEMENT

asked 30 seconds ago

asked 11 minutes ago

asked 17 minutes ago

asked 24 minutes ago

asked 48 minutes ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago