<< STIFFNESS MASS USING CSTKM >> EXAMPLE 5.5 NN NE NM NDIM NEN NDN 4 2 1 2 3 2 ND NL NMPC 5 1 0 Node# Coordinates 1 3 0 2 3 2 3 0 2 4 0 0 Elem# Nodes Mat# Thickness TempRise 1 4 1 2 1 .5 0 2 3 4 2 1 .5 0 DOF# Displacement 2 0 5 0 6 0 7 0 8 0 DOF# Load 4 -1000 MAT# E Nu Alpha MassDensity (Rho) 1 30E6 .25 12E-6 .0007324 B1 i B2 j B3 (Multi-point constr. B1*Qi+B2*Qj=B3)