If the displacements of all the joints of a structure are either zero or known, the structure is considered to be _______.
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 = 22.0 kN, P2 = 36.0 kN, L1 = 10 m, L2 = 7 m, and L3 = 7 m.
Use Robot to determine the magnitude of the vertical reactio…
Use Robot to determine the magnitude of the vertical reaction force at A. Let w = 27 kN/m, and L = 8 m. Delete the self-weight of the beam.
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 CG. Let P1 = 24 kN, P2 = 54 kN, L1 = 8 m, L2 = 5 m, L3 = 7 m, and L4 = 4 m.
Use Robot to determine the magnitude of the beam deflection…
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 = 3.6 kips/ft, P = 50 kips, L1 = 10 ft, and L2 = 15 ft.
Use Robot to determine the magnitude of the vertical reactio…
Use Robot to determine the magnitude of the vertical reaction force at A. Let w = 23 kN/m, and L = 8 m. Delete the self-weight of the beam.
Use Robot to determine the magnitude of the vertical reactio…
Use Robot to determine the magnitude of the vertical reaction force at A. Assume that M = 170 kN·m, P = 85 kN, w = 65 kN/m, and L = 1.8 m. Delete the self-weight of the beam.
Use Robot to determine the magnitude of the vertical reactio…
Use Robot to determine the magnitude of the vertical reaction force at A. Assume that M = 160 kN·m, P = 90 kN, w = 85 kN/m, and L = 1.4 m. Delete the self-weight of the beam.
Determine the magnitude of the bending moment at C. Let w =…
Determine the magnitude of the bending moment at C. Let w = 1.5 kip/ft and L = 21 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 AD. Let P1 = 20 kN, P2 = 44 kN, L1 = 10 m, L2 = 6 m, and L3 = 7 m.