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Engineering
Mechanical Engineering
Moment of inertia question for two plates welded together
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[QUOTE="Jackolantern, post: 6861650, member: 701784"] I see...the strength of the weld has to matter here, back to the example of the full perimeter weld as in the photo. We can only assume this as one homogenous section so long as each seam can resist the shear stress, I'm reading my own mechanics of materials book on it right now but I suppose we wouldn't be able to just say if the weld yield stress is greater than the base material then we have nothing to worry about? [ATTACH type="full"]323203[/ATTACH] [/QUOTE]
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Moment of inertia question for two plates welded together
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