Consider a uniform beam of 1 m long simply supported at both ends, the bending moment is given by y" = , M(x) where y(x) is the deflection, M(x) is the bending moment and EI is EI the flexural rigidity. Assume that the deflection distribution is among the following: 0.0 0.2 0.4 0.6 0.8 1.0 y(x) 0.0 7.78 10.68 8.37 3.97 0.0 Assume, EI = 1.2 x 107NM². ESTIMATE bending moment for x 0.1, 0.55,0.9.
Consider a uniform beam of 1 m long simply supported at both ends, the bending moment is given by y" = , M(x) where y(x) is the deflection, M(x) is the bending moment and EI is EI the flexural rigidity. Assume that the deflection distribution is among the following: 0.0 0.2 0.4 0.6 0.8 1.0 y(x) 0.0 7.78 10.68 8.37 3.97 0.0 Assume, EI = 1.2 x 107NM². ESTIMATE bending moment for x 0.1, 0.55,0.9.
Advanced Engineering Mathematics
10th Edition
ISBN:9780470458365
Author:Erwin Kreyszig
Publisher:Erwin Kreyszig
Chapter2: Second-order Linear Odes
Section: Chapter Questions
Problem 1RQ
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Course: Numerical Analysis
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