Question

HW10_3 A uniform beam is simply supported at both ends, and subjected to a load. The deflection of the beam is given by the differential equation $\frac{d^2y}{dx^2} = -\frac{M(x)}{EI}$ x (m) 0 0.2 0.4 0.6 0.8 1.0 y (cm) 0 7.78 10.68 8.38 3.97 0 where y is the deflection, x is the coordinate measured along the length of the beam, M(x) is the bending moment, and EI = 1.2 x 10$^7$N \cdot m$^2$ is the flexural rigidity of the beam. The data shown in the table is obtained from measuring the deflection of the beam vs position. Find the bending moment M(x) at each location x from this given data. Print the results in a table. Note: Use second derivative formulas. Do not differentiate twice.

          HW10_3 A uniform beam is simply supported at both ends, and
subjected to a load. The deflection of the beam is given by the
differential equation
$\frac{d^2y}{dx^2} = -\frac{M(x)}{EI}$
x (m) 0 0.2 0.4 0.6 0.8 1.0
y (cm) 0 7.78 10.68 8.38 3.97 0
where y is the deflection, x is the coordinate measured along the length of the beam, M(x) is the bending
moment, and EI = 1.2 x 10$^7$N \cdot m$^2$ is the flexural rigidity of the beam. The data shown in the table is obtained
from measuring the deflection of the beam vs position. Find the bending moment M(x) at each location x from
this given data. Print the results in a table.
Note: Use second derivative formulas. Do not differentiate twice.

HW103 A uniform beam is simply supported at both ends, and
subjected to a load. The deflection of the beam is given by the
differential equation
(d^2y)/(dx^2) = -(M(x))/(EI)
x (m) 0 0.2 0.4 0.6 0.8 1.0
y (cm) 0 7.78 10.68 8.38 3.97 0
where y is the deflection, x is the coordinate measured along the length of the beam, M(x) is the bending
moment, and EI = 1.2 x 10^7N ·m^2 is the flexural rigidity of the beam. The data shown in the table is obtained
from measuring the deflection of the beam vs position. Find the bending moment M(x) at each location x from
this given data. Print the results in a table.
Note: Use second derivative formulas. Do not differentiate twice.

Added by Paula C.

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