<< Beam Analysis using Program BEAM >> EXAMPLE 8.1 NN NE NM NDIM NEN NDN 3 2 1 1 2 2 ND NL NMPC 4 4 0 Node# Coordinates 1 0 2 1000 3 2000 Elem# N1 N2 Mat# Mom_Inertia 1 1 2 1 4e6 2 2 3 1 4e6 DOF# Displacement 1 0 2 0 3 0 5 0 DOF# Load 3 -6000 4 -1e6 5 -6000 6 1e6 MAT# E 1 200000 Multi-point Constraints B1*Qi+B2*Qj=B3