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Determine the vertical reaction force at B. Let w = 24.4 kN/m, a = 5 m, and b = 11 m.

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 = 950 lb·ft, P = 825 lb and w0 = 200 lb/ft.

The beam is fixed at wall B. Determine the internal bending moment at point C, which is x = 6 ft to the right of support A. Let L = 30 ft, M = 1,100 lb·ft, P = 725 lb and w0 = 250 lb/ft.

The floor system of a gymnasium consists of a 140-mm-thick concrete slab resting on four steel beams (A = 9,100 mm2) that, in turn, are supported by two steel girders (A = 26,100 mm2). Determine the point load acting on girder AD at point C caused by dead load.

Determine the vertical reaction force at B. Let w = 22.0 kN/m, a = 6 m, and b = 10 m.

The floor system of a hospital patient room consists of a 3-inch-thick reinforced concrete slab resting on four steel beams (A = 19.8 in.2), which are supported by two steel girders (A = 33.4 in.2). The girders, in turn, are supported by four columns. Determine the live load acting on column H.

The beam is fixed at wall B. Determine the internal shear force at point C, which is x = 6 ft to the right of support A. Let L = 30 ft, M = 1,050 lb·ft, P = 725 lb and w0 = 250 lb/ft.

The change in the shear load diagram is equal to the _______ under the _______.

Determine the horizontal reaction force at A. Let P1 = 70 kN, P2 = 125 kN, P3 = 145 kN, and a = b = c = d = 2.0 m.

Determine the magnitude of the reaction moment at A. Let P1 = 31.4 kips, P2 = 47.5 kips, and a = b = c = d = 8 ft.