My understanding is that shear rupture will only happen on a net section (such as through bolt holes), so if I my Agross = Anet can I get by with only checking the yield? (ASD Shear Yielding Factor of 1.5. 0.928 Kips/in/16th) If the pipe can handle it, you should select the 1/2' fillet weld to develop the shear plate. Download Now.
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