Determine the magnitude of the bending moment at B. Let w = 2.7 kip/ft and L = 28 ft. Assume EI = constant.

Determine the magnitude of the bending moment at C. Let w = 2.4 kip/ft and L = 20 ft. Assume EI = constant.

Using the method of consistent deformations, determine the force in member AD. Let P = 25 kN, L1 = 4 m, and L2 = 5 m. Assume EA = constant.

Identify the moment equation that corresponds to MCB. Let w = 3.7 kip/ft, L1 = 18 ft, and L2 = 16 ft. Assume EI = constant.

Using the method of consistent deformations, determine the force in member AD. Let P = 16 kN, L1 = 5 m, and L2 = 3 m. Assume EA = constant.

Determine the fixed end moment FEMBA. Let w = 2.4 kip/ft and L = 30 ft. Assume EI = constant.

Determine the slope at A that would be caused by the concentrated force if the fixed support was a pin support, instead. Let P = 248 lb, a = 69 in., and EI = 87 × 106 lb·in.2.

Determine the reaction moment at A. Let P = 104 lb, a = 54 in., and EI = 48 × 106 lb·in.2.

Using the method of consistent deformations, determine the magnitude of the reaction at A. Let w = 23 kN/m and L = 7 m.

Determine the magnitude of the approximate bending moment at H in girder HI. Let w1 = 12 kN/m, w2 = 40 kN/m, L1 = 9 m, L2 = 7 m, and L3 = 7 m.