Determine the horizontal reaction force at A. Let P1 = 80 kN, P2 = 95 kN, P3 = 110 kN, and a = b = c = d = 3.3 m.

Determine the vertical reaction force at A. Let M = 120 kN·m, w = 30 kN/m, P = 150 kN, a = 5 m, b = 7 m, and c = 4 m.

The roof of a single-story storage building shown below, is subjected to a uniformly distributed load of 0.81 kPA over its surface area. Determine the load acting on floor beam AD.

The floor system of a hospital operating room consists of a 120-mm-thick concrete slab resting on four steel beams (A = 9,400 mm2) that, in turn, are supported by two steel girders (A = 25,917 mm2). Determine the live load acting on beam CG.

The roof of a single-story storage building shown below, is subjected to a uniformly distributed load of 0.91 kPA over its surface area. Determine the axial load acting on the column F.

The floor of an apartment building is subjected to a uniformly distributed load of 49.7 psf over its surface area. Determine the axial load acting on column A.

Determine the vertical reaction force at B. Let P1 = 130 kN, P2 = 180 kN, P3 = 110 kN, and a = b = c = d = 3.0 m.

Determine the vertical reaction force at A. Let w = 11.5 kN/m, a = 6 m, and b = 10 m.

The floor system of a gymnasium consists of a 130-mm-thick concrete slab resting on four steel beams (A = 8,800 mm2) that, in turn, are supported by two steel girders (A = 25,100 mm2). Determine the point load acting on girder AD at point C caused by dead load.

The floor system of a gymnasium consists of a 120-mm-thick concrete slab resting on four steel beams (A = 9,500 mm2) that, in turn, are supported by two steel girders (A = 26,200 mm2). Determine the point load acting on girder AD at point B caused by dead load.