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
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter8: Eccentric Connections
Section: Chapter Questions
Problem 8.4.2P: Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).
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