Using moment distribution method, determine the reactions of the beam shown in Figure (3- A). Consider El is constant for all the members and support A and C are fixed. 45 kN -2m-3m- 5 m - 25 kN/m Figure (3-A) 6m C

Determine the reactions of the given beam. Use force method

1. a) Use the Force Method to determine the reactions and draw the shear and moment diagrams for the beam shown. Select By as the redundant reaction. E=30000 ksi,I = 288 inª. b) Repeat, if, in addition to the applied forces, support B settles 0.5 in. vertically downward (requires a modification of the compatibility equation). L | 12 ft B 6 ft C 2 k/ft 6 ft D

Determine the reactions and draw the shear and bending moment diagrams for the beams by using the slope-deflection method.