1. For the beam loaded as shown in Figure P4–15, determine the free-end deflection and the reactions

1. For the ray directed as shown in Figure P4–15, designate the free-end curvity and the reactions and inhale the skim fibre and bending moment diagrams. Assume EI firm throughout the ray.

2. Using the concept of performance equivalence, designate the nodal fibres and moments (denominated equipollent nodal fibres) used to re-establish the linearly varying reserved direct shown in Figure P4–16.