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Required gusset plate and thickness for the tensile

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Reference no: EM13627339

1. For the connection shown in figure, assuming the bolts are ¾- in. diameter and the angle and plate ASTM A36 determine:
(a) Tensile capacity of the angle
(b) Required gusset plate and thickness for the tensile capacity of angle obtained in part a above. Take the yield strength as 36 ksi. and ultimate strength as 58 ksi.

Reference no: EM13627339

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