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Determine the magnitude of the bending moment at C. Let w = 2.5 kip/ft, L1 = 19 ft, and L2 = 18 ft. Assume EI = constant.

Determine the reaction moment at A. Let w = 7 lb/in., a = 110 in., and EI = 100 × 106 lb·in.2.

Determine the deflection at B that would be caused by the concentrated moment if the middle support was not there. Let M = 10,000 lb·in., a = 70.44 in., b = 51.56 in., and EI = 55 × 106 lb·in.2. Note that b = (a + b)[1 – sqrt(3)/3].

Identify the moment equation that corresponds to MDC. Let w = 2.0 kip/ft, L1 = 18 ft, and L2 = 16 ft. Assume EI = constant.

Assume that P = 17.8 kips and L = 5.0 ft. Determine the reaction at support A. Assume that EI is constant for the beam.

Using the method of consistent deformations, determine the magnitude of the reaction at B. Let w = 19 kN/m and L = 7 m.

Determine the fixed end moment FEMBC. Let w = 2.6 kip/ft and L = 26 ft. Assume EI = constant.

Assume that P = 19.4 kips and L = 7.0 ft. Determine the reaction at support A. Assume that EI is constant for the beam.

Use the cantilever method to determine the magnitude of the approximate axial force in column FI. Let P1 = 25.4 kN, P2 = 45.2 kN, L1 = 10 m, and L2 = 7 m.

Determine the magnitude of the bending moment at B. Let w = 1.3 kip/ft, L1 = 21 ft, and L2 = 31 ft. Assume EI = constant.