Determine the vertical reaction force at B. Let P1 = 180 kN, P2 = 190 kN, P3 = 70 kN, and a = b = c = d = 2.6 m.

The floor system of a wholesale store consists of a 4-inch-thick reinforced concrete slab resting on four steel beams (A = 19.4 in.2), which are supported by two steel girders (A = 35.0 in.2). The girders, in turn, are supported by four columns. Determine the live load acting on column G.

Determine the vertical reaction force at A. Let P1 = 39.7 kips, P2 = 47.2 kips, and a = b = c = d = 9 ft.

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.