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AEC | BOLT Building Design Suite D / C ratio | Reference Value D / C ratio | Difference % | ||||
|---|---|---|---|---|---|---|
Soil capacity | 0.8653 | 0.8653 | 0% | |||
One way shear capacity | 0.6602 | 0.6638 | 0.53% | Two way shear capacity | 0.244 | 0.244 |
0% | Flexural capacity | 0.87875 | 0.88 | 10.06%45% | ||
Bearing capacity | 0.3771 | 0.3771 | 0 |
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