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b. The gusset plate shown in Figure 10 is welded to a vertical member. The gusset plate carries a loa of 250 kN acting at a distance of 250 mm from the closest edge of the weld. The weld around th gusset plate is completed in two 140 mm horizontal portions and one 320 mm vertical portion. If th maximum allowable shear stress of the weld is 200 N/mm?, determine the minimum thickness of th weld required. In calculations, the second and higher order terms of the weld thickness for secon moment of area calculations may be neglected. 250 kN 140 mm 250mm 140 mm 320 mm

b. The gusset plate shown in Figure 10 is welded to a vertical member. The gusset plate carries a loa of 250 kN acting at a distance of 250 mm from the closest edge of the weld. The weld around th gusset plate is completed in two 140 mm horizontal portions and one 320 mm vertical portion. If th maximum allowable shear stress of the weld is 200 N/mm?, determine the minimum thickness of th weld required. In calculations, the second and higher order terms of the weld thickness for secon moment of area calculations may be neglected. 250 kN 140 mm 250mm 140 mm 320 mm

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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b. The gusset plate shown in Figure 10 is welded to a vertical member. The gusset plate carries a load of 250 kN acting at a distance of 250 mm from the closest edge of the weld. The weld around the gusset plate is completed in two 140 mm horizontal portions and one 320 mm vertical portion. If the maximum allowable shear stress of the weld is 200 N/mm², detemine the minimum thickness of the weld required. In calculations, the second and higher order terms of the weld thickness for second moment of area calculations may be neglected. 250 kN 140 mm 250mm 140 mm Figure 10 320 mm
Transcribed Image Text:b. The gusset plate shown in Figure 10 is welded to a vertical member. The gusset plate carries a load of 250 kN acting at a distance of 250 mm from the closest edge of the weld. The weld around the gusset plate is completed in two 140 mm horizontal portions and one 320 mm vertical portion. If the maximum allowable shear stress of the weld is 200 N/mm², detemine the minimum thickness of the weld required. In calculations, the second and higher order terms of the weld thickness for second moment of area calculations may be neglected. 250 kN 140 mm 250mm 140 mm Figure 10 320 mm
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