The bracket shown carries an eccentric load P at an eccentricity e=400mm. The column and bracket are A36 steel.Diameter of bolt is 22mm in standard holes. Assume that the column flange and the bracket are thick enough thatsingle shear in the bolts will control. Shear capacity of one bollt is 45kN.a. Determine the polar moment of Inertia of the bolt groupb. Determine the maximum load P that the bolted connection can support.c. Determine the direct load carried by the most critical boltd.Determine the load due to moment carried by the most critical bolt.7575175757517070e = 400 mm

Given data: Diameter of bolt, D=22 mm Eccentricity, e=400 mm

The bracket shown carries an eccentric load P at an eccentricity e-400mm. The column and bracket are A36 steel. Diameter of bolt is 22mm in standard holes. Assume that the column flange and the 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 of the bolt group b. Determine the maximum load P that the bolted connection can support. c. Determine the direct load carried by the most critical bolt d. Determine the load due to moment carried by the most critical bolt. 75 75 75 75 75 70 70 =400 mm

The bracket shown carries an eccentric load P at an eccentricity e-400mm. The column and bracket are A36 steel. Diameter of bolt is 22mm in standard holes. Assume that the column flange and the 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 of the bolt group b. Determine the maximum load P that the bolted connection can support. c. Determine the direct load carried by the most critical bolt d. Determine the load due to moment carried by the most critical bolt. 75 75 75 75 75 70 70 =400 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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