Table 11 Results of finite element calculation.
From: Design and application of inclined tensioned steel cantilevered scaffolding
Load (kN) | 5.0 | 10.0 | 15.0 | 20.0 | 25.0 | 30.0 |
|---|---|---|---|---|---|---|
Internal point deflection (mm) | 0.0246 | 0.0483 | 0.0720 | 0.0957 | 0.1194 | 0.1431 |
Midpoint deflection (mm) | 0.1360 | 0.2671 | 0.3981 | 0.5291 | 0.6600 | 0.7911 |
External point deflection (mm) | 0.2875 | 0.5655 | 0.8435 | 1.1215 | 1.3994 | 1.6774 |
Normal stress (kPa) | 13.9961 | 27.4795 | 40.9628 | 54.4461 | 67.9295 | 81.4129 |
