Use Robot to determine the magnitude of the vertical reaction force at A. Assume that M = 150 kN·m, P = 75 kN, w = 80 kN/m, and L = 1.2 m. Delete the self-weight of the beam.

Use Robot to determine the magnitude of the beam deflection at A for a steel W16x40 beam. Include the self-weight of the beam. Let w = 3.0 kips/ft, P = 35 kips, L1 = 9 ft, and L2 = 13 ft.

Use Robot to determine the magnitude of the beam deflection at A for a steel W16x40 beam. Include the self-weight of the beam. Let w = 4.2 kips/ft, P = 35 kips, L1 = 6 ft, and L2 = 15 ft.

What general education breadth area does this course meet?

Determine the distribution factor DFBC. Let w1 = 1.3 kip/ft, w2 = 2.5 kip/ft, L1 = 38 ft, and L2 = 26 ft. Assume EI = constant.

Determine the magnitude of the bending moment at B. Let w = 2.4 kip/ft, L1 = 27 ft, and L2 = 37 ft. Assume EI = constant.

Use Robot to determine the magnitude of the vertical reaction force at A. Let w = 20 kN/m, and L = 9 m. Delete the self-weight of the beam.

Use Robot to determine the magnitude of the vertical reaction force at A. Let w = 26 kN/m, and L = 7 m. Delete the self-weight of the beam.

Use the portal method to determine the magnitude of the approximate shear in column DH. Let P1 = 24 kN, P2 = 54 kN, L1 = 8 m, L2 = 5 m, L3 = 6 m, and L4 = 5 m.

Use the portal method to determine the magnitude of the approximate shear in girder GH. Let P1 = 19.2 kN, P2 = 46.6 kN, L1 = 8 m, L2 = 7 m, and L3 = 7 m.