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The floor system of a gymnasium consists of a 140-mm-thick concrete slab resting on four steel beams (A = 9,500 mm2) that, in turn, are supported by two steel girders (A = 26,000 mm2). Determine the point load acting on girder AD at point B caused by dead load.

The floor system of a gymnasium consists of a 150-mm-thick concrete slab resting on four steel beams (A = 8,900 mm2) that, in turn, are supported by two steel girders (A = 25,300 mm2). Determine the point load acting on girder AD at point B caused by dead load.

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.