<< STIFFNESS MASS USING BEAMKM >> EXAMPLE11.5 NN NE NM NDIM NEN NDN 4 3 1 1 2 2 ND NL NMPC 2 0 0 Node# X 1 0 2 30 3 70 4 90 Elem# N1 N2 MAT# Mom 1 1 2 1 .7854 3.1416 2 2 3 1 .7854 3.1416 3 3 4 1 .7854 3.1416 DOF# Displacement 1 0 7 0 DOF# Load MAT# Prop1(E) Prop2(MassDensity Rho) 1 3E+07 .0007324