Consider a uniform beam of 2m long simply supported at both ends, the bending moment is given by the following relation y"(x) = M(x)/E, where y(x) is the deflection, M is the bending moment and E is the flexeural rigidity. Calculate the bending moment at each grid- point including the two end points assuming that the deflection distribution is among the following x (in m) y(x) | cm) Assume E = 1.2 x 107NM? Estimate the values of bending moment M(0.27) 0.2 0.4 0.6 0.8 1 (in 0.0 7.78 10.68 8.37 3.97

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Consider a uniform beam of 2m long simply supported at both ends, the bending moment
is given by the following relation ?
′′(?) = ?(?)/?, where y(x) is the deflection, M is the
bending moment and E is the flexeural rigidity. Calculate the bending moment at each gridpoint including the two end points assuming that the deflection distribution is among the
following
x (in m) 0 0.2 0.4 0.6 0.8 1
y(x) (in
cm)
0.0 7.78 10.68 8.37 3.97 0
Assume ? = 1.2 × 107??2
Estimate the values of bending moment M(0.27)

Consider a uniform beam of 2m long simply supported at both ends, the bending moment
is given by the following relation y"(x) = M(x)/E, where y(x) is the deflection, M is the
bending moment and E is the flexeural rigidity. Calculate the bending moment at each grid-
point including the two end points assuming that the deflection distribution is among the
following
x (in m)
y(x)
cm)
Assume E = 1.2 x 107NM?
Estimate the values of bending moment M(0.27)
0.2
7.78
0.4
0.6
0.8
1
(in 0.0
10.68
8.37
3.97
Transcribed Image Text:Consider a uniform beam of 2m long simply supported at both ends, the bending moment is given by the following relation y"(x) = M(x)/E, where y(x) is the deflection, M is the bending moment and E is the flexeural rigidity. Calculate the bending moment at each grid- point including the two end points assuming that the deflection distribution is among the following x (in m) y(x) cm) Assume E = 1.2 x 107NM? Estimate the values of bending moment M(0.27) 0.2 7.78 0.4 0.6 0.8 1 (in 0.0 10.68 8.37 3.97
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