Determine the vertical reaction force at A. Let P1 = 34.4 kips, P2 = 36.1 kips, and a = b = c = d = 8 ft.

Determine the magnitude of the reaction moment at A. Let P1 = 48.1 kips, P2 = 42.3 kips, and a = b = c = d = 8 ft.

Determine the horizontal reaction force at A. Let P1 = 55 kN, P2 = 175 kN, P3 = 165 kN, and a = b = c = d = 3.5 m.

Assume that w0 = 181 N/m and L = 4 m. Determine the shear-force equation V(x) for this beam and loading.

A point load on a beam is an example of an _______.

Determine the magnitude of the largest shear force in the beam. Assume L = 5 ft, P = 750 lb, and w = 150 lb/ft.

Determine the vertical reaction force at B. Let P1 = 140 kN, P2 = 60 kN, P3 = 60 kN, and a = b = c = d = 3.1 m.

Determine the beam deflection at point H. Assume that EI = 2.40 × 1010 kN-mm2 is constant.

The beam is fixed at wall B. Determine the internal bending moment at point C, which is x = 3 ft to the right of support A. Let L = 30 ft, M = 1,000 lb·ft, P = 700 lb and w0 = 175 lb/ft.

The beam is fixed at wall B. Determine the internal shear force at point C, which is x = 5 ft to the right of support A. Let L = 30 ft, M = 900 lb·ft, P = 850 lb and w0 = 250 lb/ft.