0: The bracket shown carries an eccentric load P at an eccentricity e = 400 mm. the column and bracket are A36 steel. Diameter of bolt is 22 mm in standard holes. Assume that the column flange and bracket are thick enough that single shear in the bolts will control. Shear capacity of one bolt is 45kN. a. Determine the polar moment of inertia b. Determine the maximum load P that can be supported by the bracket shown. 75 75 ▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬ 75 751 Le=400mm ----

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