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 = 32 kN, L1 = 8.9 m, L2 = 6.7 m, and L3 = 6.1 m.

Determine the magnitude of the bending moment at B. Let w = 3.0 kip/ft, L1 = 38 ft, and L2 = 24 ft. Assume EI = constant.

Determine the fixed end moment FEMBA. Let w = 2.2 kip/ft and L = 29 ft. Assume EI = constant.

Using the method of consistent deformations, determine the magnitude of the reaction at B. Let w = 17 kN/m and L = 7 m.

Determine the distribution factor DFBC. Let w = 1.3 kip/ft, L1 = 38 ft, and L2 = 24 ft. Assume EI = constant.

Use the cantilever method to determine the magnitude of the approximate axial force in column AD. Let P1 = 14.7 kN, P2 = 46.3 kN, L1 = 8 m, and L2 = 6 m.

Determine the magnitude of the bending moment at C. Let w = 1.4 kip/ft, L1 = 34 ft, and L2 = 22 ft. Assume EI = constant.

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.