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Determine the magnitude of the approximate bending moment at E in girder DE. Let w1 = 20 kN/m, w2 = 40 kN/m, L1 = 10 m, L2 = 5 m, and L3 = 7 m.

Determine the magnitude of the bending moment at B. Let w = 1.1 kip/ft and L = 26 ft. Assume EI = constant.

Use Robot to determine the magnitude of the beam deflection at A for a steel W16x40 beam. Include the self-weight of the beam. Let w = 4.2 kips/ft, P = 40 kips, L1 = 9 ft, and L2 = 13 ft.

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Use Robot to determine the magnitude of the vertical reaction force at A. Let w = 25 kN/m, and L = 8 m. Delete the self-weight of the beam.

Use Robot to determine the magnitude of the axial force in column FI. Assume each member is a steel W16x40, but delete the self-weight of the members. Let P1 = 14.0 kN, P2 = 35.0 kN, L1 = 10 m, L2 = 5 m, and L3 = 6 m.

Determine the fixed end moment FEMBC. Let w = 1.3 kip/ft and L = 23 ft. Assume EI = constant.

Determine the magnitude of the bending moment at C. Let w = 3.7 kip/ft, L1 = 18 ft, and L2 = 15 ft. Assume EI = constant.

Determine the magnitude of the bending moment at C. Let w = 1.6 kip/ft, L1 = 36 ft, and L2 = 21 ft. Assume EI = constant.

Use the cantilever method to determine the magnitude of the approximate axial force in column FI. Let P1 = 23.2 kN, P2 = 37.8 kN, L1 = 8 m, and L2 = 5 m.