Determine the fixed end moment FEMBC. Let w = 1.3 kip/ft and L = 23 ft. Assume EI = constant.

Using the method of consistent deformations, determine the magnitude of the reaction at D. Let w = 18 kN/m and L = 8 m.

Determine the fixed end moment FEMBC with a settlement of 0.8 in. at support B.   As in Chapter 16, include the effect of settlement in the FEM calculation.  Let w = 2.3 kip/ft, L = 20 ft, E = 29,000 ksi and I = 1,650 in.4.

Determine the magnitude of the approximate bending moment at E in girder EF. Let w1 = 12 kN/m, w2 = 44 kN/m, L1 = 9 m, L2 = 7 m, and L3 = 7 m.

Using the method of consistent deformations, determine the force in member AD. Let P = 25 kN, L1 = 4 m, and L2 = 5 m. Assume EA = constant.

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 = 22 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 = 24 kN, P2 = 32 kN, L1 = 8.6 m, L2 = 5.2 m, and L3 = 6.7 m.

Determine the magnitude of the bending moment at C. Let w = 1.6 kip/ft, L1 = 36 ft, and L2 = 21 ft. Assume EI = constant.

During the moment distribution process, which ground connection stays locked?

Using the slope-deflection equations below, determine the beam slope at C. Let P1 = 19 kips, P2 = 10 kips, L1 = 21 ft, L2 = 11 ft, and L3 = 16 ft. Assume EI = constant.MAC = EIθC / 16 + 47.15MCA = EIθC / 8 + –90.01MCE = EIθC / 8 + 40MEC = EIθC / 16 + –40