<<2-D Frame Analysis using FRAME2D >> EXAMPLE 8.2 NN NE NM NDIM NEN NDN 4 3 1 2 2 3 ND NL NMPC 6 1 0 Node# X Y 1 0 96 2 144 96 3 0 0 4 144 0 ELEM# N1 N2 MAT# Area Inertia Distr_load 1 2 1 1 6.8 65 41.6667 2 3 1 1 6.8 65 0. 3 4 2 1 6.8 65 0. DOF# Displacement 7 0 8 0 9 0 10 0 11 0 12 0 DOF# Load 1 3000 MAT# E 1 30e6 B1 i B2 j B3 (Multi-point constr. B1*Qi+B2*Qj=B3)