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The roof of a single-story storage building shown below, is subjected to a uniformly distributed load of 1.06 kPA over its surface area. Determine the axial load acting on the column C.

The floor system of an apartment building consists of a 6-inch-thick reinforced concrete slab resting on three steel floor beams, which are in turn supported by two steel girders. The areas of cross section of the floor beams and the girders are 16.1 in.2 and 32.2 in.2, respectively. Determine the dead load acting on beam CD.

The floor system of a gymnasium consists of a 120-mm-thick concrete slab resting on four steel beams (A = 8,800 mm2) that, in turn, are supported by two steel girders (A = 25,400 mm2). Determine the point load acting on girder AD at point B caused by dead load.

The roof of a single-story storage building shown below, is subjected to a uniformly distributed load of 0.87 kPA over its surface area. Determine the axial load acting on the column A.

Choose the equation that will give the largest factored load when D = 35 kip, L = 2 kip, Lr = 12 kip, and S = 20 kip.

Determine the fixed end moment FEMBC. Let w1 = 1.6 kip/ft, w2 = 2.6 kip/ft, L1 = 31 ft, and L2 = 28 ft. Assume EI = constant.

Use the portal method to determine the magnitude of the approximate shear in column CG. Let P1 = 36 kN, P2 = 48 kN, L1 = 9 m, L2 = 5 m, L3 = 7 m, and L4 = 5 m.

Use the portal method to determine the magnitude of the approximate axial force in column DG. Let P1 = 25.8 kN, P2 = 38.2 kN, L1 = 9 m, L2 = 6 m, and L3 = 6 m.

The floor of an apartment building is subjected to a uniformly distributed load of 34.7 psf over its surface area. Determine the axial load acting on column M.

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.