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.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.5.29P: A steel post (E=30×106) having thickness t = 1/8 in. and height L = 72 in. support a stop sign (see...
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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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