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 consist…
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 cen…
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 cen…
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 =…
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 appr…
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.
Determine the magnitude of the bending moment at B. Let w =…
Determine the magnitude of the bending moment at B. Let w = 1.0 kip/ft and L = 30 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 = 1.3 kip/ft, L1 = 21 ft, and L2 = 31 ft. Assume EI = constant.
Determine the magnitude of the approximate bending moment at…
Determine the magnitude of the approximate bending moment at D in girder DE. Let w1 = 20 kN/m, w2 = 36 kN/m, L1 = 8 m, L2 = 5 m, and L3 = 7 m.
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 = 35.0 kN, L1 = 10 m, L2 = 5 m, and L3 = 6 m.