<< 3-D Frame Analysis using FRAME3D >> EXAMPLE 8.3 NN NE NM NDIM NEN NDN NNREF 5 4 1 3 2 6 2 ND NL NMPC 12 3 0 Node# X Y Z 1 0 0 0 2 0 3 0 3 3 3 0 4 6 3 0 5 9 0 3 6 6 6 0 7 -3 0 0 Elem# N1 N2 Ref_Pt Mat# Area Iy Iz J UDLy' UDLz' 1 1 2 7 1 .01 1E-3 1E-3 2E-3 -40000. 0. 2 2 3 6 1 .01 1E-3 1E-3 2E-3 0. 0. 3 3 4 6 1 .01 1E-3 1E-3 2E-3 0. 0. 4 4 5 6 1 .01 1E-3 1E-3 2E-3 0. 0. DOF# Displacement 1 0 2 0 3 0 4 0 5 0 6 0 25 0 26 0 27 0 28 0 29 0 30 0 DOF# Load 15 240000 20 -60000 24 -180000 MAT# Prop1(E) Prop2(G) 1 200E9 80E9 B1 i B2 j B3 (Multi-point constr. B1*Qi+B2*Qj=B3)