Determine the magnitude of the bending moment at B. Let w = 1.3 kip/ft, L1 = 32 ft, and L2 = 26 ft. Assume EI = constant.

Use the portal method to determine the magnitude of the approximate shear in column CF. Let P1 = 16 kN, P2 = 32 kN, L1 = 9 m, L2 = 7 m, and L3 = 6 m.

Use the portal method to determine the magnitude of the approximate shear in column BF. Let P1 = 36 kN, P2 = 48 kN, L1 = 8 m, L2 = 6 m, L3 = 6 m, and L4 = 5 m.

Determine the magnitude of the bending moment at A. Let w = 1.0 kip/ft, L1 = 35 ft, and L2 = 23 ft. Assume EI = constant.

Determine the horizontal distance from column ADG to the centroid of the columns. Assume all of the columns have the same cross sectional area. Let P1 = 20 kN, P2 = 32 kN, L1 = 8.9 m, L2 = 6.7 m, and L3 = 6.1 m.

Use Robot to determine the force in member AD. Use a consistent material and cross section for the truss members. Delete the self-weight of the members. Let P = 15 kN, L1 = 5 m, and L2 = 3 m.

Determine the horizontal distance from column ADG to the centroid of the columns. Assume all of the columns have the same cross sectional area. Let P1 = 20 kN, P2 = 40 kN, L1 = 8.4 m, L2 = 5.3 m, and L3 = 6.1 m.

Determine the horizontal distance from column ADG to the centroid of the columns. Assume all of the columns have the same cross sectional area. Let P1 = 16 kN, P2 = 32 kN, L1 = 8.0 m, L2 = 5.0 m, and L3 = 6.6 m.

Determine the magnitude of the bending moment at A. Let w = 1.3 kip/ft, L1 = 25 ft, and L2 = 34 ft. Assume EI = constant.

Use the portal method to determine the magnitude of the approximate shear in column CF. Let P1 = 12 kN, P2 = 44 kN, L1 = 8 m, L2 = 5 m, and L3 = 6 m.