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A 150 x 100 x 13 mm angle is to be welded to a gusset plate with the 150-mm leg against the plate. The angle carries a centroidal load of 400 KN. Assume the allowable shearing stress through the throats of the welds is 145 MPa. a) What length of 8-mm side fillet welds will be required along the toe? b) What length of 8-mm side fillet welds will be required along the heel?

A 150 x 100 x 13 mm angle is to be welded to a gusset plate with the 150-mm leg against the plate. The angle carries a centroidal load of 400 KN. Assume the allowable shearing stress through the throats of the welds is 145 MPa. a) What length of 8-mm side fillet welds will be required along the toe? b) What length of 8-mm side fillet welds will be required along the heel?

Structural Analysis
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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Practice Problem 3 A 150 x 100 x 13 mm angle is to be welded to a gusset plate with the 150-mm leg against the plate. The angle carries a centroidal load of 400 KN. Assume the allowable shearing stress through the throats of the welds is 145 MPa. a) What length of 8-mm side fillet welds will be required along the toe? b) What length of 8-mm side fillet welds will be required along the heel?
Transcribed Image Text:Practice Problem 3 A 150 x 100 x 13 mm angle is to be welded to a gusset plate with the 150-mm leg against the plate. The angle carries a centroidal load of 400 KN. Assume the allowable shearing stress through the throats of the welds is 145 MPa. a) What length of 8-mm side fillet welds will be required along the toe? b) What length of 8-mm side fillet welds will be required along the heel?
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