Determine the beam deflection at point H. Assume that EI = 2.40 × 1010 kN-mm2 is constant.

The beam is fixed at wall B. Determine the internal bending moment at point C, which is x = 3 ft to the right of support A. Let L = 30 ft, M = 1,000 lb·ft, P = 700 lb and w0 = 175 lb/ft.

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 = 900 lb·ft, P = 850 lb and w0 = 250 lb/ft.

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

Determine the vertical displacement of joint B. Assume A = 2 in.2 and E = 29,000 ksi for each member. Let P = 580 lb and L = 8 ft.

Assume that w0 = 115 N/m and L = 4 m. Determine the shear-force equation V(x) for this beam and loading.

Determine the beam deflection at point B. Assume E = 204 GPa and I = 247 × 106 mm4 are constant.

Determine the vertical displacement of joint A if members AE and DE experience a temperature increase of 33°C. Let L = 8 m and α = 10.0E-6/°C.

The beam is fixed at wall B. Determine the vertical reaction force By at point B. Let L = 30 ft, M = 1,000 lb·ft, P = 825 lb and w0 = 250 lb/ft.

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.