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The tension member shown in the figure below is W12 x 35 ( Fy = 50...

The tension member shown in the figure below is W12 x 35 ( Fy = 50 ksi , and Fu = 65 ksi ) . The holes are for 7 / 8 - in - diameter bolts . By assuming uniform tensile stress , compute the ASD block shear strength in Kips ?

Engineering   Civil-Engineering   
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