Question: Problem # 1 3 5 points An C 1 0 x 3 0 is connected using 1 ' ' diameter bolts as shown in figure.

Problem # 135 points
An C 10x30 is connected using 1'' diameter bolts as shown in figure. 572 Grade 50 steel is used. Compute based on LRFD:
Design strength
How much reduction in capacity would we get if two additional bolts are included in the flange sections in line with the single bolt line?
Available block shear strength of the tension member along the path shown
\table[[,,in],[,,]]
Problem # 1 3 5 points An C 1 0 x 3 0 is

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