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Distribution of load (N) to failure by 2-way ANOVA main effects of preparation design and loading (n = 40).
| Difference |
||||||
|---|---|---|---|---|---|---|
| Mean | SE | Mean | SE | F | p | |
| Main effects of design | ||||||
| Conventional | 2215 | 37 | −385 | 53 | 53.481 | <.001** |
| Modified | 2600 | 37 | ||||
| Main effects of loading | ||||||
| Axial | 3122 | 37 | 1429 | 53 | 736.865 | <.001** |
| Lateral | 1693 | 37 | ||||
No statistically significant interaction present between preparation design and loading (p = .570).
**Statistically significant, p < .001; SE: standard Error.
