Table 2: Determinant and nodal displacements of the frame 1.

No. υ Load Np
(kN)
Kr Nodal Displacements {Dr} of the Frame
d.o.f.
u (mm) v (mm) θ (rad)
1 0.01 2.40E-01 4.44009E+35 Node A - - -
Node B 2.9425E-04 -1.3782E-04 -1.0193E-07
Node C 1.1346E-04 -9.1727E-04 -1.1343E-07
Node D -6.7393E-05 -1.3801E-04 -1.1502E-08
Node E - - -
2 0.02 9.59E-01 4.43601E+35 Node A - - -
Node B 1.1771E-03 -5.5129E-04 -4.0781E-07
Node C 4.5416E-04 -3.6711E-03 -4.5402E-07
Node D -2.6903E-04 -5.5204E-04 -4.6216E-08
Node E - - -
. - - - Node A - - -
Node B - - -
Node C - - -
Node D - - -
Node E - - -
. - - - Node A - - -
Node B - - -
Node C - - -
Node D - - -
Node E - - -
68 0.633 9.60E+02 1.78121E+32 Node A - - -
Node B 2.8593E+02 -8.3989E-01 -2.6501E-01
Node C 8.4185E+02 -5.3205E+03 -8.1034E-01
Node D 1.3979E+03 -2.6533E-01 -5.4862E-01
Node E - - -
69 0.634 9.63E+02 -9.20937E+32 Node A - - -
Node B -5.4193E+01 -4.9804E-01 5.1043E-02
Node C -1.6317E+02 1.0303E+03 1.5705E-01
Node D -2.7219E+02 -6.1068E-01 1.0665E-01
Node E - - -