In Exercise 7 of Section 11.3, the deflection of a beam with supported ends subject to
Chapter 11, Problem 11.4.6(choose chapter or problem)
In Exercise 7 of Section 11.3, the deflection of a beam with supported ends subject to uniform loading was approximated. Using a more appropriate representation of curvature gives the differential equation [1 + (w (x))2 ] 3/2 w(x) = S E I w(x) + qx 2E I (x l), for 0 < x < l. Approximate the deflection w(x) of the beam every 6 in., and compare the results to those of Exercise 7 of Section 11.3.
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