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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.

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 = 28 kN, P2 = 40 kN, L1 = 9.3 m, L2 = 6.3 m, and L3 = 6.7 m.

Determine the reaction force at B. Let w = 17 lb/in., a = 56 in., and EI = 87 × 106 lb·in.2.

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

Determine the distribution factor DFCB. Let w1 = 1.2 kip/ft, w2 = 3.0 kip/ft, L1 = 33 ft, and L2 = 26 ft. Assume EI = constant.

Determine the reaction moment at A. Let P = 140 lb, a = 55 in., and EI = 46 × 106 lb·in.2.

Determine the distribution factor DFEC. Let P1 = 13 kips, P2 = 13 kips, L1 = 24 ft, L2 = 12 ft, and L3 = 18 ft. Assume EI = constant.

Using the slope-deflection equations below, determine the beam slope at C. Let P1 = 17 kips, P2 = 16 kips, L1 = 22 ft, L2 = 12 ft, and L3 = 17 ft. Assume EI = constant.MAC = EIθC / 17 + 46.59MCA = EIθC / 8.5 + –85.41MCE = EIθC / 8.5 + 68MEC = EIθC / 17 + –68