Calculation results for a vertical design load using the field test data
| Section | PU: kN | Section | FN: kN | QB: kN | ||
|---|---|---|---|---|---|---|
| Shaft | S1 | 113·1 | Shear key | W1 | 7·1 | 77·1 |
| S2 | 113·1 | W2 | 14·2 | 136·3 | ||
| S3 | 169·6 | W3 | 20·0 | 329·1 | ||
| S4 | 226·2 | W4 | 25·1 | 545·6 | ||
| ∑S | 622·0 | ∑W | 66·4 | 1088·1 | ||
| Qu = ΣS + ΣW = 1776·5 kN (QField* = 1764 kN) | ||||||
| Section | Section | |||||
|---|---|---|---|---|---|---|
| Shaft | 113·1 | Shear key | 7·1 | 77·1 | ||
| 113·1 | 14·2 | 136·3 | ||||
| 169·6 | 20·0 | 329·1 | ||||
| 226·2 | 25·1 | 545·6 | ||||
| ∑ | 622·0 | ∑ | 66·4 | 1088·1 | ||
Measured values from the field test.
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