<< AXISYMMETRIC STRESS ANALYSIS USING AXISYM>> EXAMPLE 6.2 NN NE NM NDIM NEN NDN 6 4 1 2 3 2 ND NL NMPC 3 6 0 Node# X Y (r z coordinates) 1 3 0 2 3 .5 3 7.5 0 4 7.5 .5 5 12 0 6 12 .5 Elem# N1 N2 N3 Mat# TempRise 1 1 3 2 1 0 2 2 3 4 1 0 3 4 3 5 1 0 4 4 5 6 1 0 DOF# Displacement 2 0 6 0 10 0 DOF# Load 1 3449 3 9580 5 23380 7 38711 9 32580 11 18780 MAT# E Nu Alpha 1 30E6 .3 12E-6 B1 i B2 j B3 (Multi-point constr. B1*Qi+B2*Qj=B3)