Determine the distribution factor DFBA. Let w = 1.6 kip/ft, L1 = 32 ft, and L2 = 27 ft. Assume EI = constant.
Determine the fixed end moment FEMAB with a settlement of 0….
Determine the fixed end moment FEMAB 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 = 1.6 kip/ft, L = 20 ft, E = 29,000 ksi and I = 1,600 in.4.
Use Robot to determine the magnitude of the axial force in c…
Use Robot to determine the magnitude of the axial force in column FI. Assume each member is a steel W16x40, but delete the self-weight of the members. Let P1 = 14.0 kN, P2 = 38.0 kN, L1 = 10 m, L2 = 5 m, and L3 = 6 m.
Identify the moment equation that corresponds to MAB. Let w…
Identify the moment equation that corresponds to MAB. Let w = 2.0 kip/ft, L1 = 16 ft, and L2 = 20 ft. Assume EI = constant.
Determine the deflection at B that would be caused by the di…
Determine the deflection at B that would be caused by the distributed load if the middle support was not there. Let w = 5 lb/in., a = 55 in., and EI = 52 × 106 lb·in.2.
Determine the distribution factor DFBA. Let w = 2.8 kip/ft,…
Determine the distribution factor DFBA. Let w = 2.8 kip/ft, L1 = 30 ft, and L2 = 24 ft. Assume EI = constant.
Determine the magnitude of the bending moment at A. Let w =…
Determine the magnitude of the bending moment at A. Let w = 1.8 kip/ft, L1 = 20 ft, and L2 = 38 ft. Assume EI = constant.
Determine the distribution factor DFBC. Let w = 2.5 kip/ft,…
Determine the distribution factor DFBC. Let w = 2.5 kip/ft, L1 = 35 ft, and L2 = 21 ft. Assume EI = constant.
Determine the magnitude of the bending moment at A. Let w =…
Determine the magnitude of the bending moment at A. Let w = 2.4 kip/ft, L1 = 15 ft, and L2 = 18 ft. Assume EI = constant.
Using the method of consistent deformations, determine the f…
Using the method of consistent deformations, determine the force in member AD. Let P = 29 kN, L1 = 4 m, and L2 = 6 m. Assume EA = constant.