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Unformatted text preview: : P max 5 (3.5 in.) (7.0 in.) 5 6500 lb (This result is based solely on the shear stress.) 3 B 4 3 (200 psi) 2 35 1728 lb / in. 3 (72 in.) R Problem 5.8-4 A cantilever beam of length L 5 2 m supports a load P 5 8.0 kN (see figure). The beam is made of wood with cross-sectional dimensions 120 mm 3 200 mm. Calculate the shear stresses due to the load P at points located 25 mm, 50 mm, 75 mm, and 100 mm from the top surface of the beam. From these results, plot a graph showing the distribution of shear stresses from top to bottom of the beam. 200 mm 120 mm L = 2 m P = 8.0 kN A-PDF Split DEMO : Purchase from www.A-PDF.com to remove the watermark...
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This note was uploaded on 09/20/2009 for the course COE 3001 taught by Professor Armanios during the Spring '08 term at Georgia Institute of Technology.
- Spring '08