Draw Shear and Bending moment diagrams for the frame shown using Force Method and virtual work (either direct integration or volume integrals). 4m 1. 50 kN -2 m- B El= constant 4 m 10 kN/m c

A. ) Determine Shear force and Bending Moment Diagrams with line loading, w = 5 k/ft (E= 30,000 ksi, I = 301 in4and A=7.68 in2). Assume the self weight is 26 plf.B.) Determine the rotation at support “A” and the deflection at 4 ft from support “A” by using Virtual Work Method and verify the results from the equations of the front pages of the text book.

For the simply supported beam shown use Moment area Method to determine vertical displacement at "C" & “B" (please write steps) 10k 80K-Ft A 10° 20' EI is constant

Please solve  see attached