Zulässige Lasten |
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| Schraubenanker ohne Fußplatte | |||||
| Last- klasse |
Typ | charakteristische Einbausituation | zulässige Lasten bei Einbau senkrecht zur Plattenebene |
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| Platten- dicke hcr |
Rand- abstand ccr |
Axialzug zulFV |
Schrägzug β ≤ 45° zulFS |
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| [M/Rd] | [cm] | [kN] | |||
| Betonfestigkeit fck ≥ 15 N/mm² | |||||
| 0.5 | 12 x 55 | 8 | 9 | 5.1 | |
| 12 x 100 | 12 | 15 | 8.6 | ||
| 12 x 150 | 17 | 23 | 8.6 | ||
| 1.2 | 16 x 75 | 10 | 12 | 8.2 | |
| 16 x 140 | 20 | 20 | 12.8 | ||
| 16 x 220 | 24 | 25 | 12.8 | ||
| 2.0 | 20 x 90 | 15 | 25 | 10.6 | |
| 20 x 150 | 20 | 30 | 20.0 | ||
| 20 x 180 | 20 | 35 | 20.0 | ||
| 20 x 270 | 29 | 40 | 20.0 | ||
| 2.5 | 24 x 200 | 22 | 30 | 28.8 | |
| 4.0 | 30 x 240 | 26 | 35 | 48.3 | |
| 6.3 | 36 x 300 | 32 | 45 | 68.8 | |
| Betonfestigkeit fck ≥ 25 N/mm² | |||||
| 0.5 | 12 x 55 | 8 | 9 | 6.6 | |
| 12 x 100 | 12 | 15 | 11.1 | ||
| 12 x 150 | 17 | 23 | 11.1 | ||
| 1.2 | 16 x 75 | 10 | 12 | 10.6 | |
| 16 x 140 | 20 | 20 | 16.5 | ||
| 16 x 220 | 24 | 25 | 16.5 | ||
| 2.0 | 20 x 90 | 15 | 25 | 13.7 | |
| 20 x 150 | 20 | 30 | 25.8 | ||
| 20 x 180 | 20 | 35 | 25.8 | ||
| 20 x 270 | 29 | 40 | 25.8 | ||
| 2.5 | 24 x 200 | 22 | 30 | 37.2 | |
| 4.0 | 30 x 240 | 26 | 35 | 62.4 | |
| 6.3 | 36 x 300 | 32 | 45 | 88.8 | |
