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
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Chapter2: Second-order Linear Odes
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Course: Numerical Analysis

Consider a uniform beam of 1 m long simply supported at both ends, the bending moment
M(x)
is given by y"
= c s
where y(x) is the deflection, M(x) is the bending moment and El is
El
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.
Transcribed Image Text:Consider a uniform beam of 1 m long simply supported at both ends, the bending moment M(x) is given by y" = c s where y(x) is the deflection, M(x) is the bending moment and El is El 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.
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