Determine the magnitude of the bending moment at A. Let w = 2.4 kip/ft, L1 = 15 ft, and L2 = 18 ft. Assume EI = constant.

Using the method of consistent deformations, determine the force in member AD. Let P = 29 kN, L1 = 4 m, and L2 = 6 m. Assume EA = constant.

Determine the reaction force at B. Let w = 17 lb/in., a = 68 in., and EI = 273 × 106 lb·in.2.

The beam supports a uniform live load of 399 lb/ft. Determine the maximum negative shear that can be developed at point B. Assume the support at A is a pin and C is a roller. The influence lines for VB and MB are shown, along with the peak values of the influence lines.

Determine the magnitude of the bending moment at A. Let w = 2.8 kip/ft, L1 = 20 ft, and L2 = 33 ft. Assume EI = constant.

The beam supports a single live load of 1,900 lb. Determine the maximum positive moment that can be developed at point B. Assume the support at A is a pin and C is a roller. The influence lines for VB and MB are shown, along with the peak values of the influence lines.

Determine the distribution factor DFAC. Let P1 = 13 kips, P2 = 20 kips, L1 = 20 ft, L2 = 10 ft, and L3 = 15 ft. Assume EI = constant.

Identify the moment equation that corresponds to MBA. Let w = 2.8 kip/ft, L1 = 15 ft, and L2 = 16 ft. Assume EI = constant.

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 = 64 in., and EI = 116 × 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 = 24 kN, P2 = 32 kN, L1 = 8.6 m, L2 = 5.2 m, and L3 = 6.7 m.