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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 figure). A uniformly distributed load from a floor joist acts on the top face of the bracket with a pressure p= 275 psi. The top face of the bracket has a length L =3 in. and width b =3.0 in. Disregard friction between the bracket and the column. Determine.

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 figure). A uniformly distributed load from a floor joist acts on the top face of the bracket with a pressure p= 275 psi. The top face of the bracket has a length L =3 in. and width b =3.0 in. Disregard friction between the bracket and the column. Determine.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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III. 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 figure). A uniformly distributed load from a floor joist acts on the top face of the bracket with a pressure p= 275 psi. The top face of the bracket has a length L =3 in. and width b =3.0 in. Disregard friction between the bracket and the column. Determine, Angle bracket b. the factor of safety (FoS) for the conservative design if Disaibuted pressure on angle bracket yield and ultimate bearing stress are 9,152 psi and 12042 psi respectively. Floor slab c. the volts Floor joist d. the factor of safety (FoS) for the coNSErvative design if yield and ultimate shear stress are 69951.60 psi and Angle bracket 84012.23 psi respectively. Figure P3
Transcribed Image Text:III. 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 figure). A uniformly distributed load from a floor joist acts on the top face of the bracket with a pressure p= 275 psi. The top face of the bracket has a length L =3 in. and width b =3.0 in. Disregard friction between the bracket and the column. Determine, Angle bracket b. the factor of safety (FoS) for the conservative design if Disaibuted pressure on angle bracket yield and ultimate bearing stress are 9,152 psi and 12042 psi respectively. Floor slab c. the volts Floor joist d. the factor of safety (FoS) for the coNSErvative design if yield and ultimate shear stress are 69951.60 psi and Angle bracket 84012.23 psi respectively. Figure P3
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