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Determine the beam deflection at point H. Assume that EI = 2.80 × 1010 kN-mm2 is constant.

Determine the vertical reaction force at B. Let P1 = 140 kN, P2 = 60 kN, P3 = 60 kN, and a = b = c = d = 3.1 m.

Determine the magnitude of the reaction moment at A. Let P1 = 43.4 kips, P2 = 49.0 kips, and a = b = c = d = 10 ft.

To determine the maximum positive shear value due to a single moving concentrated load, the load must be placed at the location of the maximum positive ordinate of the influence line.

The beam is fixed at wall B. Determine the internal bending moment at point C, which is x = 6 ft to the right of support A. Let L = 30 ft, M = 1,000 lb·ft, P = 725 lb and w0 = 175 lb/ft.

For the given influence line, where should a concentrated live load be placed to have the largest positive influence?

Determine the beam deflection at point B. Assume E = 246 GPa and I = 210 × 106 mm4 are constant.

Determine the beam deflection at point H. Assume that EI = 4.96 × 1010 kN-mm2 is constant.

What will the conjugate beam look like at A, B, and C?

Wind is considered what type of load?