The figure shows a formed sheet-steel bracket. Instead of

Chapter 9, Problem 9.49

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The figure shows a formed sheet-steel bracket. Instead of securing it to the support with machine screws, welding all around the bracket support flange has been proposed. If the combined shear stress in the weld metal is limited to 1.5 kpsi, estimate the total load W the bracket will support. The dimensions of the top flange are the same as the mounting flange.

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