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?

Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.4.5P
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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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