BP3. A cantilevered beam of length L is loaded at its free end with concentrated load of F. Determine M(x) using deflection equations and draw shear and moment diagrams.

Problem 2: For the beam and loading shown: 1) determine the reactions at A and B. 2) draw the shear diagram, 3) draw the moment diagram, 4) calculate the maximum bending moment, 5) calculate the maximum stress. Data: h= 12 in 400 Th/ft 8 ft 4.5 kips 3.5 in. T

Consider Problem 5.78. Keep the beam design that was obtained in the solution of problem 5.78. that the allowable normal stress for the steel used is 160 MPa, select the most economical S-shape beam to support the loading shown. You are askedhow much you can increase the load at point B, andstill keep the structure within allowable limits. Clearly drawthe load, shear, and bending moment profiles.Explain your work and the results. Use no more than 50 words.Provide clear drawings that areclearly annotated.

Beam shown below, (a) calculate the reactions at A and B, and (b) calculated the shear long the beam. L