An angle bracket having a thickness t = 0.75 in. is attached to the flange of a column by two 5/8-inch diameter bolts (see figures). ksi Angle bracket ksi Distributed pressure on angle bracket Floor slab Floor joist Angle bracket A uniformly distributed load from a floor joist acts on the top face of the bracket with a pressure p = 200 psi. The top face of the bracket has a length L = 9 in. and width b = 6.0 in. Determine the average bearing pressure between the angle bracket and the bolts and the average shear stress Taver in the bolts. Disregard friction between the bracket and the column. (Enter the magnitudes in ksi.) ob = Taver =

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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An angle bracket having a thickness t = 0.75 in. is attached to the flange of a column by two 5/8-inch diameter bolts (see figures).
ob =
Taver=
ho
ksi
Angle bracket
Ⓡ
Distributed pressure on angle bracket
Floor slab
Floor joist
Angle bracket
A uniformly distributed load from a floor joist acts on the top face of the bracket with a pressure p = 200 psi. The top face of the bracket has length L = 9 in. and width b = 6.0 in.
Determine the average bearing pressure between the angle bracket and the bolts and the average shear stress Taver in the bolts. Disregard friction between the bracket and the column. (Enter the magnitudes in ksi.)
ksi
i
Transcribed Image Text:An angle bracket having a thickness t = 0.75 in. is attached to the flange of a column by two 5/8-inch diameter bolts (see figures). ob = Taver= ho ksi Angle bracket Ⓡ Distributed pressure on angle bracket Floor slab Floor joist Angle bracket A uniformly distributed load from a floor joist acts on the top face of the bracket with a pressure p = 200 psi. The top face of the bracket has length L = 9 in. and width b = 6.0 in. Determine the average bearing pressure between the angle bracket and the bolts and the average shear stress Taver in the bolts. Disregard friction between the bracket and the column. (Enter the magnitudes in ksi.) ksi i
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