Determine the fixed end moment FEMBA. Let P = 17 kips, L1 = 24 ft, and L2 = 12 ft. Assume EI = constant.

Determine the fixed end moment FEMBA with a settlement of 1.1 in. at support B.   As in Chapter 16, include the effect of settlement in the FEM calculation.  Let w = 3.0 kip/ft, L = 20 ft, E = 29,000 ksi and I = 1,550 in.4.

The FEM for a section that has no external load is equal to zero.

Determine the slope at A that would be caused by the concentrated force if the fixed support was a pin support, instead. Let P = 198 lb, a = 51 in., and EI = 124 × 106 lb·in.2.

Determine the horizontal distance from column ADG to the centroid of the columns. Assume all of the columns have the same cross sectional area. Let P1 = 20 kN, P2 = 48 kN, L1 = 8.2 m, L2 = 6.2 m, and L3 = 6.1 m.

Determine the deflection at B that would be caused by the distributed load if the middle support was not there. Let w = 9 lb/in., a = 55 in., and EI = 129 × 106 lb·in.2.

Using the method of consistent deformations, determine the magnitude of the reaction at D. Let w = 16 kN/m and L = 7 m.

Identify the moment equation that corresponds to MBA. Let w = 2.8 kip/ft, L1 = 15 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.

Determine the reaction moment at A. Let P = 162 lb, a = 53 in., and EI = 182 × 106 lb·in.2.