P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not move; EI is constant. (b) Repeat computations given that support C moves upward a distance of 288/ (EI) when the load is applied. P = 16 kips 6- B P9.15 121

A non-prismatic beam ABC of different flexural rigidities as shown in figure is subjected to an external moment M at point B. This moment M causes slope at B to reduce to zero. The applied moment M is mang 21 5m 12 kN/m 2 m 10 kN I + 2 m

The beam of length L is subjected to a uniformly distributed load q. The support B is at thecenter of the beam. EI = constant.what are the reactions at A and B.Plot shear force and bending moment diagram q =1 kN/m and L=1 m).

Q.2) (a) Calculate the support reactions of the loaded beam shown below. (b) Write equations for w(x), V(x) and M(x) of the beam using singularity functions. (c) Sketch the shear-force and bending moment diagrams for the beam for the beam using the Graphical method. Label the values of shear-force and bending-moment at all key points. 350 N.m G 0.5 m4 2m 95 N/m, 200 N 250 N.m 80 N/m 2m 300 N 0.5 m