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Shear Stud Tensile Strength

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What is the accepted method, if any, for determining the tensile pull-out strength for a shear stud in concrete? In this case, the shear studs are welded to a steel plate embedded into concrete, to which a steel memeber is welded. Do I assume a failure cone and calculate the shear strenght of the concrete, and ensure it is less than the tensile strneght of the stud?

eric green
-speaking for me, not my employer

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