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Determine the vertical displacement of joint B. Assume A = 2 in.2 and E = 29,000 ksi for each member. Let P = 490 lb and L = 8 ft.

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.

Determine the vertical displacement of joint B. Assume A = 2 in.2 and E = 29,000 ksi for each member. Let P = 540 lb and L = 8 ft.

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 = 800 lb and w0 = 225 lb/ft.

Determine the beam deflection at point H. Assume that EI = 1.99 × 1010 kN-mm2 is constant.

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.