| 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 | 1.18356E+35 | Node A | |||
| Node B | 2.7255E-04 | -1.3789E-04 | -1.1368E-07 | ||||
| Node C | 1.6928E-04 | -2.2363E-03 | -2.1157E-07 | ||||
| Node D | 6.5957E-05 | -1.3794E-04 | -5.5573E-08 | ||||
| Node E | |||||||
| 2 | 0.02 | 9.59E-01 | 1.18246E+35 | Node A | |||
| Node B | 1.0897E-03 | -5.5155E-04 | -4.5464E-07 | ||||
| Node C | 6.7740E-04 | -8.9490E-03 | -8.4674E-07 | ||||
| Node D | 2.6492E-04 | -5.5177E-04 | -2.2265E-07 | ||||
| Node E | |||||||
| . | . | . | . | Node A | . | . | . |
| Node B | . | . | . | ||||
| Node C | . | . | . | ||||
| Node D | . | . | . | ||||
| Node E | . | . | . | ||||
| . | . | . | . | Node A | . | . | . |
| Node B | . | . | . | ||||
| Node C | . | . | . | ||||
| Node D | . | . | . | ||||
| Node E | . | . | . | ||||
| 74 | 0.711 | 1.21E+03 | 1.15435E+32 | Node A | |||
| Node B | -5.5922E+02 | -9.0547E-01 | 1.1882E-01 | ||||
| Node C | 2.6766E+02 | -3.9220E+03 | -4.8069E-01 | ||||
| Node D | 1.0949E+03 | -4.8891E-01 | -3.7528E-01 | ||||
| Node E | |||||||
| 75 | 0.712 | 1.21E+03 | -4.56023E+31 | Node A | |||
| Node B | 1.4249E+03 | -1.7004E-01 | -3.0402E-01 | ||||
| Node C | -6.7598E+02 | 9.9162E+03 | 1.2167E+00 | ||||
| Node D | -2.7778E+03 | -1.2283E+00 | 9.5163E-01 | ||||
| Node E | |||||||