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01-01ChapGere.0025

# 01-01ChapGere.0025 - 0.5 in b 5 2.5 in L 5 6.0 in p 5...

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Solution 1.6-1 Angle bracket bolted to a column SECTION 1.6 Shear Stress and Strain 25 Shear Stress and Strain Problem 1.6-1 An angle bracket having thickness t 0.5 in. is attached to the flange of a column by two 5 / 8 -inch diameter bolts (see figure). A uniformly distributed load acts on the top face of the bracket with a pressure p 300 psi. The top face of the bracket has length L 6 in. and width b 2.5 in. Determine the average bearing pressure b between the angle bracket and the bolts and the average shear stress aver in the bolts. (Disregard friction between the bracket and the column.) t L p b Two bolts d 0.625 in.
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Unformatted text preview: 0.5 in. b 5 2.5 in. L 5 6.0 in. p 5 pressure acting on top of the bracket 5 300 psi F 5 resultant force acting on the bracket 5 pbL 5 (300 psi) (2.5 in.) (6.0 in.) 5 4.50 k B EARING PRESSURE BETWEEN BRACKET AND BOLTS A b 5 bearing area of one bolt 5 dt 5 (0.625 in.) (0.5 in.) 5 0.3125 in. 2 A VERAGE SHEAR STRESS IN THE BOLTS A s 5 Shear area of one bolt t aver 5 F 2 A s 5 4.50 k 2(0.3068 in. 2 ) 5 7.33 ksi 5 p 4 d 2 5 p 4 (0.625 in.) 2 5 0.3068 in. 2 s b 5 F 2 A b 5 4.50 k 2(0.3125 in. 2 ) 5 7.20 ksi t L F b A-PDF Split DEMO : Purchase from www.A-PDF.com to remove the watermark...
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