Author: Anonymous

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.

Determine the horizontal reaction force at A. Let P1 = 50 kN, P2 = 155 kN, P3 = 165 kN, and a = b = c = d = 2.2 m.

Determine the magnitude of the bending moment at C. Let w = 2.2 kip/ft, L1 = 16 ft, and L2 = 17 ft. Assume EI = constant.

Determine the magnitude of the reaction moment at A. Let P1 = 42.3 kips, P2 = 32.9 kips, and a = b = c = d = 11 ft.