lab 2 - Deflection of Wooden Beam 1.2 1 0.8 Deflection(in...

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Unformatted text preview: Deflection of Wooden Beam 1.2 1 0.8 Deflection (in) Row 11 0.6 Row 12 Row 13 Row 14 0.4 0.2 0 Beam A Beam B Beam Beam C Beam D 0 Beam A Beam B Beam Beam C Beam D Deflection of Wooden Beam 1.2 1 0.8 Deflection (in) Column B 0.6 Column C Column D Column E 0.4 0.2 0 50 100 Load (lbs) 200 400 0 50 100 Load (lbs) 200 400 Load Deflection Curves 450 400 350 300 Applied Load (lbs) 250 Beam A Column A Column A 200 Column A 150 100 50 0 0 0.2 0.4 0.6 Deflection (in) 0.8 1 1.2 0 0 0.2 0.4 0.6 Deflection (in) 0.8 1 1.2 Modulus of Elascticity (lb/in^2) Span (in) Base(in) Beam A Beam B Beam C Beam D Load (lbs) 1,600,000 60 Height(in) 1.5 3.5 1.5 5.38 3.5 1.5 5.38 1.5 Deflection(in) of Beam A Deflection(in) of Beam B 50 0.03 0.14 100 0.05 0.29 200 0.1 0.57 400 0.21 1.14 Inertia(in^4) 5.36 0.98 19.41 1.51 Deflection(in) of Beam C Deflection(in) of Beam D 0.01 0.09 0.01 0.19 0.03 0.37 0.06 0.74 ...
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This note was uploaded on 06/25/2008 for the course CE 301 taught by Professor Stokoe during the Fall '08 term at University of Texas.

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