| 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 | 8.1462E+35 | Node A | |||
| Node B | 2.0634E-04 | -1.3787E-04 | -8.0221E-08 | ||||
| Node C | 1.1457E-04 | -9.3806E-04 | -1.1454E-07 | ||||
| Node D | 2.2738E-05 | -1.3796E-04 | -3.4315E-08 | ||||
| Node E | |||||||
| 2 | 0.02 | 9.59E-01 | 8.1414E+35 | Node A | |||
| Node B | 8.2530E-04 | -5.5147E-04 | -3.2091E-07 | ||||
| Node C | 4.5845E-04 | -3.7533E-03 | -4.5831E-07 | ||||
| Node D | 9.1350E-05 | -5.5186E-04 | -1.3740E-07 | ||||
| Node E | |||||||
| . | . | . | . | Node A | . | . | . |
| Node B | . | . | . | ||||
| Node C | . | . | . | ||||
| Node D | . | . | . | ||||
| Node E | . | . | . | ||||
| . | . | . | . | Node A | . | . | . |
| Node B | . | . | . | ||||
| Node C | . | . | . | ||||
| Node D | . | . | . | ||||
| Node E | . | . | . | ||||
| 90 | 0.844 | 1.71E+03 | 9.80033E+31 | Node A | |||
| Node B | -1.0202E+03 | -3.5610E+00 | -5.5997E-01 | ||||
| Node C | 3.9077E+03 | -2.3282E+04 | -3.6307E+00 | ||||
| Node D | 8.8389E+03 | 1.5962E+00 | -3.1145E+00 | ||||
| Node E | |||||||
| 91 | 0.845 | 1.71E+03 | -1.12873E+33 | Node A | |||
| Node B | 9.0502E+01 | -7.5971E-01 | 4.8152E-02 | ||||
| Node C | -3.3959E+02 | 2.0213E+03 | 3.1546E-01 | ||||
| Node D | -7.6996E+02 | -1.2098E+00 | 2.7112E-01 | ||||
| Node E | |||||||