Determine the magnitude of the bending moment at C. Let w = 2.0 kip/ft, L1 = 32 ft, and L2 = 27 ft. Assume EI = constant.

Determine the magnitude of the bending moment at C. Let w = 1.5 kip/ft and L = 21 ft. Assume EI = constant.

Determine the magnitude of the bending moment at A. Let w = 1.8 kip/ft, L1 = 20 ft, and L2 = 38 ft. Assume EI = constant.

Determine the magnitude of the bending moment at A. Let w = 1.5 kip/ft, L1 = 27 ft, and L2 = 31 ft. Assume EI = constant.

Approximate analysis of a rectangular frame subjected to vertical loading assumes that the inflection points are located at _______ of the span from each end of the girder and that the girder axial force is zero.

Assume that P = 15.6 kips and L = 6.5 ft. Determine the reaction at support A. Assume that EI is constant for the beam.

Use Robot to determine the magnitude of the vertical reaction force at A. Assume that M = 160 kN·m, P = 60 kN, w = 80 kN/m, and L = 1.9 m. Delete the self-weight of the beam.

Determine the magnitude of the bending moment at B. Let w = 2.1 kip/ft, L1 = 36 ft, and L2 = 25 ft. Assume EI = constant.

Determine the deflection at B that would be caused by the concentrated moment if the middle support was not there. Let M = 12,000 lb·in., a = 73.90 in., b = 54.10 in., and EI = 118 × 106 lb·in.2. Note that b = (a + b)[1 – sqrt(3)/3].

Determine the fixed end moment FEMBC. Let w = 1.3 kip/ft and L = 23 ft. Assume EI = constant.