Assume that the gusset plate and welds are satisfied. A gap allowance of 1/16 inch is to be considered to fit the gusset plate in the HSS. The steel used in the tension member is ASTM A500 Grade C HSS 6 x 0.5 with a length of 30 feet. a.) Find the shear lag factor b.) Find the Effective net area (Ae) c.) Solve for the tensile strenngth 16-inch-long fillet weld HSS 6 x 0.5 1/2 in. thick gusset plate 17 inch long

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Assume that the gusset plate and welds are satisfied. A gap allowance of 1/16 inch
is to be considered to fit the gusset plate in the HSS. The steel used in the tension
member is ASTM A500 Grade C HSS 6 x 0.5 with a length of 30 feet.
a.) Find the shear lag factor
b.) Find the Effective net area (Ae)
c.) Solve for the tensile strenngth
16-inch-long fillet weld
HSS 6 x 0.5
1/2 in. thick gusset plate
17 inch long
Transcribed Image Text:Assume that the gusset plate and welds are satisfied. A gap allowance of 1/16 inch is to be considered to fit the gusset plate in the HSS. The steel used in the tension member is ASTM A500 Grade C HSS 6 x 0.5 with a length of 30 feet. a.) Find the shear lag factor b.) Find the Effective net area (Ae) c.) Solve for the tensile strenngth 16-inch-long fillet weld HSS 6 x 0.5 1/2 in. thick gusset plate 17 inch long
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