Determine the magnitude of the bending moment at A. Let w = 2.1 kip/ft, L1 = 16 ft, and L2 = 18 ft. Assume EI = constant.

Using the slope-deflection equations below, determine the beam slope at C. Let P1 = 15 kips, P2 = 20 kips, L1 = 18 ft, L2 = 10 ft, and L3 = 14 ft. Assume EI = constant.MAC = EIθC / 14 + 34.44MCA = EIθC / 7 + –61.99MCE = EIθC / 7 + 70MEC = EIθC / 14 + –70

Draw the influence line for the shear at B. What is the line’s maximum positive value? Let L1 = 4 m and L2 = 13 m.

Assume that P = 15.8 kips and L = 6.5 ft. Determine the reaction at support A. Assume that EI is constant for the beam.

Draw the influence line for the vertical reaction at A. What is the line’s minimum value? Let L1 = 6 m and L2 = 4 m.

Determine the slope at A that would be caused by the concentrated force if the fixed support was a pin support, instead. Let P = 234 lb, a = 65 in., and EI = 126 × 106 lb·in.2.

Using the method of consistent deformations, determine the force in member AD. Let P = 11 kN, L1 = 5 m, and L2 = 3 m. Assume EA = constant.

Using the method of consistent deformations, determine the magnitude of the reaction at B. Let w = 18 kN/m and L = 7 m.

Assume that P = 16.6 kips and L = 5.0 ft. Determine the reaction at support A. Assume that EI is constant for the beam.

Determine the reaction force at B. Let w = 19 lb/in., a = 70 in., and EI = 35 × 106 lb·in.2.