| 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 | 4.897E+34 | Node A | |||
| Node B | 5.3375E-04 | -1.3784E-04 | -2.0286E-07 | ||||
| Node C | 2.4113E-04 | -3.0778E-03 | -3.0138E-07 | ||||
| Node D | -5.1550E-05 | -1.3799E-04 | -3.8238E-08 | ||||
| Node E | |||||||
| 2 | 0.02 | 9.59E-01 | 4.88812E+34 | Node A | |||
| Node B | 2.1346E-03 | -5.5136E-04 | -8.1160E-07 | ||||
| Node C | 9.6575E-04 | -1.2327E-02 | -1.2072E-06 | ||||
| Node D | -2.0338E-04 | -5.5197E-04 | -1.5399E-07 | ||||
| Node E | |||||||
| . | . | . | . | Node A | . | . | . |
| Node B | . | . | . | ||||
| Node C | . | . | . | ||||
| Node D | . | . | . | ||||
| Node E | . | . | . | ||||
| . | . | . | . | Node A | . | . | . |
| Node B | . | . | . | ||||
| Node C | . | . | . | ||||
| Node D | . | . | . | ||||
| Node E | . | . | . | ||||
| 53 | 0.456 | 4.98E+02 | 3.0992E+31 | Node A | |||
| Node B | -1.6532E+02 | -4.5999E-01 | -5.6810E-02 | ||||
| Node C | 5.1541E+02 | -6.5220E+03 | -7.1619E-01 | ||||
| Node D | 1.1963E+03 | -1.1356E-01 | -4.4971E-01 | ||||
| Node E | |||||||
| 54 | 0.457 | 5.01E+02 | -1.30734E+32 | Node A | |||
| Node B | 4.0871E+01 | -2.4648E-01 | 1.3027E-02 | ||||
| Node C | -1.2245E+02 | 1.5496E+03 | 1.7026E-01 | ||||
| Node D | -2.8581E+02 | -3.2959E-01 | 1.0730E-01 | ||||
| Node E | |||||||