The bracket shown carries an eccentric load P at an eccentricity e=400mm. The column and bracket are A36 ste Diameter of bolt is 22mm in standard holes. Assume that the column flange and the bracket are thick enough tha single shear in the bolts ill 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. e = 400 mm 75 15 75 75 70 70
The bracket shown carries an eccentric load P at an eccentricity e=400mm. The column and bracket are A36 ste Diameter of bolt is 22mm in standard holes. Assume that the column flange and the bracket are thick enough tha single shear in the bolts ill 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. e = 400 mm 75 15 75 75 70 70
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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.
e = 400 mm
75
751
15
75
75
70 70
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