Determine the vertical reaction force at A. Let w = 40.0 kN/m, a = 6 m, and b = 10 m.

The floor of an apartment building is subjected to a uniformly distributed load of 41.9 psf over its surface area. Determine the axial load acting on column E.

Determine the beam deflection at point H. Assume that EI = 2.92 × 1010 kN-mm2 is constant.

For the loading shown, find the equation of the bending moment for section BC of the beam. Assume that EI is constant for the beam and that the origin is at A.

The floor system of a light manufacturing building consists of a 3-inch-thick reinforced concrete slab resting on four steel beams (A = 17.2 in.2), which are supported by two steel girders (A = 32.7 in.2). The girders, in turn, are supported by four columns. Determine the live load acting on column H.

The superposition method for finding deflection states that you can add (superimpose) the deflections caused by individual loads.

What will the supports on the conjugate beam be, from left to right?

Determine the beam deflection at point H. Assume that EI = 3.54 × 1010 kN-mm2 is constant.

Determine the horizontal reaction force at A. Let P1 = 55 kN, P2 = 175 kN, P3 = 165 kN, and a = b = c = d = 3.5 m.

The floor system of a hospital laboratory consists of a 150-mm-thick concrete slab resting on four steel beams (A = 9,500 mm2) that, in turn, are supported by two steel girders (A = 26,059.7 mm2). Determine the live load acting on beam CG.