Question: ( a ) A 5 - metre - long uniform beam is simply supported at both ends and is subjected to the uniformly distributed load

(a) A 5-metre-long uniform beam is simply supported at both ends and is subjected to the uniformly
distributed load shown in the Figure 1.
Figure 1: A simply supported beam subjected to a uniformly distributed load.
The deflection of the beam is given by the following differential equation:
d2ydx2=-M(x)EI
where y is the deflection, x is the coordinate measured along the length of the beam, M(x) is the bending
moment, and EI=10000kNm2 is the flexural rigidity of the beam. The following data are obtained from
measuring the deflection of the beam versus position:
Based on the data in the table above, use the central finite-difference method to determine the bending
moment of the beam at the location x=2.5m.
(b) Consider the following single definite integral 03e-x2dx
(b1) Transform the integral to the form -11f(t)dt
(b2) Evaluate the value of the integral using three-point quadrature(a) A 5-metre-long uniform beam is simply supported at both ends and is subjected to the uniformly
distributed load shown in the Figure 1.
Figure 1: A simply supported beam subjected to a uniformly distributed load.
The deflection of the beam is given by the following differential equation:
d2ydx2=-M(x)EI
where y is the deflection, x is the coordinate measured along the length of the beam, M(x) is the bending
moment, and EI=10000kNm2 is the flexural rigidity of the beam. The following data are obtained from
measuring the deflection of the beam versus position:
Based on the data in the table above, use the central finite-difference method to determine the bending
moment of the beam at the location x=2.5m.
(b) Consider the following single definite integral 03e-x2dx
(b1) Transform the integral to the form -11f(t)dt
(b2) Evaluate the value of the integral using three-point quadrature
 (a) A 5-metre-long uniform beam is simply supported at both ends

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