The plane truss is _______.

Determine the magnitude of the largest bending moment in the beam. Assume L = 4 ft, P = 650 lb, and w = 100 lb/ft.

The beam is fixed at wall B. Determine the internal bending moment at point C, which is x = 9 ft to the right of support A. Let L = 30 ft, M = 900 lb·ft, P = 825 lb and w0 = 200 lb/ft.

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 19.2 in.2 and 30.5 in.2, respectively. Determine the dead load acting on beam AB.

The beam is fixed at wall B. Determine the internal bending moment at point C, which is x = 7 ft to the right of support A. Let L = 30 ft, M = 1,000 lb·ft, P = 825 lb and w0 = 200 lb/ft.

The floor system of a hospital patient room consists of a 3-inch-thick reinforced concrete slab resting on four steel beams (A = 19.2 in.2), which are supported by two steel girders (A = 31.6 in.2). The girders, in turn, are supported by four columns. Determine the live load acting on column G.

The truss is pin supported at A and rocker supported at E. Assume all members are pin connected. Determine the magnitude of the force in member EF. Let F1 = 200 lb, F2 = 700 lb, and L = 5 ft.

The beam is fixed at wall B. Determine the reaction moment MB at point B. Let L = 30 ft, M = 1,050 lb·ft, P = 775 lb and w0 = 175 lb/ft.

The truss is pin supported at A and rocker supported at E. Assume all members are pin connected. Determine the magnitude of the force in member CD. Let F1 = 650 lb, F2 = 750 lb, and L = 5 ft.

Determine the vertical reaction force at A. Let M = 90 kN·m, w = 30 kN/m, P = 150 kN, a = 4 m, b = 8 m, and c = 5 m.