Determine the magnitude of the bending moment at C. Let w = 4.0 kip/ft, L1 = 18 ft, and L2 = 19 ft. Assume EI = constant.

Determine the distribution factor DFCE. Let P1 = 15 kips, P2 = 16 kips, L1 = 21 ft, L2 = 11 ft, and L3 = 16 ft. Assume EI = constant.

The analysis of structures involves the use of three fundamental relationships: equilibrium equations, compatibility conditions, and Mohr’s circle.

Determine the fixed end moment FEMBC. Let w = 1.2 kip/ft and L = 30 ft. Assume EI = constant.

Determine the magnitude of the bending moment at B. Let w = 2.7 kip/ft and L = 28 ft. Assume EI = constant.

Determine the magnitude of the bending moment at C. Let w = 2.4 kip/ft and L = 20 ft. Assume EI = constant.

Using the method of consistent deformations, determine the force in member AD. Let P = 25 kN, L1 = 4 m, and L2 = 5 m. Assume EA = constant.

Using the method of consistent deformations, determine the force in member AD. Let P = 16 kN, L1 = 5 m, and L2 = 3 m. Assume EA = constant.

Identify the moment equation that corresponds to MCB. Let w = 3.7 kip/ft, L1 = 18 ft, and L2 = 16 ft. Assume EI = constant.

Determine the fixed end moment FEMBA. Let w = 2.4 kip/ft and L = 30 ft. Assume EI = constant.