Determine the vertical reaction force at A. Let P1 = 31.3 kips, P2 = 38.0 kips, and a = b = c = d = 8 ft.

Assume that w0 = 194 N/m and L = 2 m. Determine the shear-force equation V(x) for this beam and loading.

Determine the beam deflection at point H. Assume that EI = 2.71 × 1010 kN-mm2 is constant.

The beam is fixed at wall B. Determine the internal shear force at point C, which is x = 5 ft to the right of support A. Let L = 30 ft, M = 1,000 lb·ft, P = 825 lb and w0 = 250 lb/ft.

Seismic is considered what type of load?

The roof of a single-story storage building shown below, is subjected to a uniformly distributed load of 0.93 kPA over its surface area. Determine the load acting on floor beam CF.

Determine the vertical reaction force at B. Let w = 12.7 kN/m, a = 4 m, and b = 10 m.

Determine the vertical displacement of joint B. Assume A = 2 in.2 and E = 29,000 ksi for each member. Let P = 800 lb and L = 8 ft.

Assume that w0 = 192 N/m and L = 3 m. Determine the shear-force equation V(x) for this beam and loading.

Determine the magnitude of the reaction moment at A. Let P1 = 43.4 kips, P2 = 48.0 kips, and a = b = c = d = 8 ft.