Use Robot to determine the magnitude of the beam deflection at A for a steel W16x40 beam. Include the self-weight of the beam. Let w = 4.8 kips/ft, P = 45 kips, L1 = 10 ft, and L2 = 12 ft.

The floor system of an apartment building consists of a 4-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 17.6 in.2 and 34.5 in.2, respectively. Determine the dead load acting on beam CD.

The roof of a single-story storage building shown below, is subjected to a uniformly distributed load of 1.17 kPA over its surface area. Determine the axial load acting on the column A.

Determine the beam deflection at point H. Assume that EI = 4.20 × 1010 kN-mm2 is constant.

Using the method of consistent deformations, determine the force in member AD. Let P = 14 kN, L1 = 6 m, and L2 = 4 m. Assume EA = constant.

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 an apartment building consists of a 5-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 19.0 in.2 and 35.0 in.2, respectively. Determine the dead load acting on beam CD.

Determine the vertical reaction force at B. Let P1 = 60 kN, P2 = 140 kN, P3 = 120 kN, and a = b = c = d = 3.0 m.

The floor of an apartment building is subjected to a uniformly distributed load of 33.5 psf over its surface area. Determine the axial load acting on column C.

Determine the horizontal reaction force at A. Let P1 = 120 kN, P2 = 95 kN, P3 = 110 kN, and a = b = c = d = 2.6 m.