Dane handlowe
Wymiary| klasa obciążeń | Wymiary [mm] | stal nierdzewna ocynkowana/ niklowana | Waga ok. 100 szt | stal szlachetna | Waga ok. 100 szt | |
| d x L | g | nr zamówienia | nr zamówienia | |||
| Z gwintem metrycznym | ||||||
| 0,5 | M 12 x 30 | 22 | k3512mbk/zn | 4,44 | k3512mva | 4,00 |
| 1,2 | M 16 x 35 | 27 | k3516mbk/zn | 9,22 | k3516mva | 9,00 |
| 2,0 | M 20 x 47 | 35 | k3520mbk/zn | 25,90 | k3520mva | 24,50 |
| 2,5 | M 24 x 54 | 43 | k3524mbk/zn | 34,00 | k3524mva | 33,00 |
| 4,0 | M 30 x 72 | 56 | k3530mbk/zn | 75,30 | k3530mva | 37,00 |
| 6,3 | M 36 x 84 | 68 | k3536mbk/zn | 107,00 | k3536mva | 107,00 |
| 8,0 | M 42 x 100 | 80 | k3542mbk/zn | 176,00 | k3542mva | 176,00 |
| 12,5 | M 52 x 120 | 100 | k3552mbk/zn | 260,00 | k3552mva | 260,00 |
| Z gwintem okrągłym | ||||||
| 0,5 | Rd 12 x 30 | 22 | k3512rbk/zn | 4,44 | k3512rva | 4,00 |
| 1,2 | Rd 16 x 35 | 27 | k3516rbk/zn | 9,22 | k3516rva | 9,00 |
| 2,0 | Rd 20 x 47 | 35 | k3520rbk/zn | 25,90 | k3520rva | 24,50 |
| 2,5 | Rd 24 x 54 | 43 | k3524rbk/zn | 34,00 | k3524rva | 33,00 |
| 4,0 | Rd 30 x 72 | 56 | k3530rbk/zn | 75,30 | k3530rva | 37,00 |
| 6,3 | Rd 36 x 84 | 68 | k3536rbk/zn | 107,00 | k3536rva | 107,00 |
| 8,0 | Rd 42 x 100 | 80 | k3542rbk/zn | 176,00 | k3542rva | 176,00 |
| 12,5 | Rd 52 x 120 | 100 | k3552rbk/zn | 260,00 | k3552rva | 260,00 |
| Wymiary kołnierza [mm] | |||
| d | a | b | t |
| M/Rd 12 | 35 | 35 | 3 |
| M/Rd 16 | 50 | 35 | 3 |
| M/Rd 20 | 60 | 60 | 5 |
| M/Rd 24 | 80 | 60 | 5 |
| M/Rd 30 | 100 | 80 | 6 |
| M/Rd 36 | 130 | 100 | 6 |
| M/Rd 42 | 130 | 130 | 8 |
| M/Rd 52 | 150 | 130 | 8 |
| klasa obciążeń | Typ | charakterystyczna sytuacja montażowa | dopuszczalne obciążenia | |
| grubość płyty hcr | odstęp od brzegu ccr | ciąg pionowy zulFV ciąg ukośny zulFS β £ 45° | ||
| [M/Rd] | [cm] | [kN] | ||
| Wytrzymałość betonu fck ³ 15 N/mm² | ||||
| 0,5 | 12 x 30 | 8 | 18 | 5,0 |
| 1,2 | 16 x 35 | 9 | 25 | 12,0 |
| 2,0 | 20 x 47 | 11 | 30 | 20,0 |
| 2,5 | 24 x 54 | 12,5 | 40 | 25,0 |
| 4,0 | 30 x 72 | 15 | 50 | 40,0 |
| 6,3 | 36 x 84 | 16,5 | 65 | 63,0 |
| 8,0 | 42 x 100 | 18 | 65 | 80,0 |
| 12,5 | 52 x 120 | 21,5 | 75 | 125,0 |
| Wytrzymałość betonu fck ³ 25 N/mm² | ||||
| 0,5 | 12 x 30 | 8 | 18 | 6,5 |
| 1,2 | 16 x 35 | 9 | 25 | 15,5 |
| 2,0 | 20 x 47 | 11 | 30 | 25,8 |
| 2,5 | 24 x 54 | 12,5 | 40 | 32,3 |
| 4,0 | 30 x 72 | 15 | 50 | 51,6 |
| 6,3 | 36 x 84 | 16,5 | 65 | 81,3 |
| 8,0 | 42 x 100 | 18 | 65 | 103,3 |
| 12,5 | 52 x 120 | 21,5 | 75 | 161,4 |
| gwint [M/Rd] | min. zbrojenie | dodatkowe zbrojenie B500B [mm]* | |||
| n x ds | Ls | Lo | Lges | ||
| 12 | Q188 A | 2 x 6 | 60 | 60 | 250 |
| 16 | Q188 A | 2 x 8 | 70 | 90 | 420 |
| 20 | Q188 A | 4 x 10 | 80 | 90 | 640 |
| 24 | Q188 A | 4 x 10 | 100 | 90 | 640 |
| 30 | Q257 A | 4 x 12 | 110 | 110 | 830 |
| 36 | Q335 A | 4 x 14 | 120 | 140 | 1140 |
| 42 | Q424 A | 4 x 16 | 120 | 140 | 1250 |
| 52 | Q524 A | 4 x 20 | 150 | 160 | 1530 |
| gwint [Rd] | dodatkowe zbrojenie B500B [mm]* | ||
| ds | Dmin | L | |
| 12 | 8 | 32 | 130 |
| 16 | 8 | 32 | 170 |
| 20 | 10 | 40 | 220 |
| 24 | 10 | 40 | 240 |
| 30 | 14 | 56 | 265 |
| 36 | 14 | 56 | 285 |
| 42 | 20 | 140 | 350 |
| 52 | 20 | 140 | 370 |