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The beam is fixed at wall B. Determine the vertical reaction force By at point B. Let L = 30 ft, M = 1,050 lb·ft, P = 850 lb and w0 = 200 lb/ft.

The beam is fixed at wall B. Determine the internal bending moment at point C, which is x = 8 ft to the right of support A. Let L = 30 ft, M = 1,100 lb·ft, P = 850 lb and w0 = 250 lb/ft.

The beam is fixed at wall B. Determine the reaction moment MB at point B. Let L = 30 ft, M = 900 lb·ft, P = 750 lb and w0 = 150 lb/ft.

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.