8.2-8 A fixed-end beam AB is subjected to symmetric triangular load of maximum intensity 40 as shown in the figure. Determine all reactions, the equation of the deflection curve, and the maximum deflection max of the beam.
Prob _ 8.2-8
8.2-8 Ra = R; 40L/4
M = M, = 5q0L^2/96, 40x^2 (2L^3/3 + 16x^3/960EI) for 0 < x < L/2
Omax = 740L^3/3840EI