AKR-Z
Kulmalevyt AKR ZPRO
These brackets allow optimum connection between wood and other building materials such as concrete and steel. This is an economic connection that can be used in many areas. The types AKR and AKR-L differ in having either a hole or an oblong hole for the bolt, in the smaller flange.. AKR bracket is 3 mm thick and the edges are reinforced with rib.
CE-merkitty
Tekninen hyväksyntä
Käyttöluokka 3
ZPRO
Tuotteen yksityiskohdat
Kuvat
Ominaisuudet
Sovellus
Tekniset tiedot
Mitat
Mitat ja ominaisarvot
| Tuotenro | Mitat ja ominaisarvot [mm] | Holes flange A | Holes flange B | Box Quantity | |||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| A | B | C | t | Ø5 | Ø13.5 | Ø5 | Ø11 | Ø13.5 | Ø13.5x25 | ||
| AKR95Z | 95 | 85 | 65 | 3 | 9 | - | 2 | 1 | 1 | - | 25 |
| AKR95LZ | 95 | 85 | 65 | 3 | 9 | - | 2 | 1 | - | 1 | 25 |
| AKR135Z | 135 | 85 | 65 | 3 | 14 | 1 | 2 | 1 | 1 | - | 25 |
| AKR135LZ | 135 | 85 | 65 | 3 | 14 | 1 | 2 | 1 | - | 1 | 25 |
| AKR285Z | 285 | 85 | 65 | 3 | 26 | 3 | 2 | 1 | 1 | - | 25 |
| AKR285LZ | 285 | 85 | 65 | 3 | 26 | 3 | 2 | 1 | - | 1 | 25 |
Below you will find load details to the nail pattern: fullnailing, partnailing and post connection. Further connection options, see the corresponding ETA.
Characterisitic capacities - Full nailing
| Tuotenro | Product capacities - Timber to timber - Full nailing | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Liitoskiinnikkeet | Nail pattern | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | ||||||||||
| Flange A | Flange B | R1.k | R2.k = R3.k | R4.k = R5.k | ||||||||
| Qty | Type | Qty | Type | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x40/50/60 | ||
| AKR95Z | 8 | CNA* | 1 | M12** | 1 | min (17.55 ; 25.04/kmod + 13.2) | min (22.64 ; 25.04/kmod + 17.6) | min (26.48 ; 25.04/kmod + 22) | 5 | 6.2 | 6.9 | 15.75 / kmod |
| AKR95LZ | 8 | CNA* | 1 | M12** | 1 | min (13.31 ; 25.04/kmod + 8.92) | min (17.4 ; 25.04/kmod + 11.89) | min (20.89 ; 25.04/kmod + 14.87) | 4.4 | 5.6 | 6.4 | - |
| AKR135Z | 13 | CNA* | 1 | M12** | 5 | min (31.78 ; 25.04/kmod + 8.69) | min (40.69 ; 25.4/kmod + 11.58) | min (46.92 ; 25.04/kmod + 14.48) | 8 | 10.1 | 11.2 | 15.75 / kmod |
| AKR135LZ | 13 | CNA* | 1 | M12** | 5 | min (24.88 ; 25.04/kmod + 5.87) | min (32.34 ; 25.4/kmod + 7.83) | min (38.36 ; 25.04/kmod + 9.78) | 7.2 | 9.1 | 10.4 | - |
| AKR285Z | 25 | CNA* | 1 | M12** | 15 | min (45.25 ; 25.04/kmod + 8.69) | min (58.98 ; 25.04/kmod + 11.58) | min (70.31 ; 25.04/kmod + 14.48) | 8.9 | 11.6 | 14.1 | 15.75 / kmod |
| AKR285LZ | 25 | CNA* | 1 | M12** | 15 | min (32.96 ; 25.04/kmod + 5.87) | min (43.42 ; 25.04/kmod + 7.83) | min (52.87 ; 25.04/kmod + 9.78) | 6.6 | 8.7 | 10.7 | - |
* Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.
** The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions depend on the concrete type, spacing and edge distances.
| Factor for bolt calculation at 2 AKR connections | ||
| Load direction | kax | klat |
| F1 Bolt 1 and 2 | 0,5 | 0 |
| F2/3 Bolt 1 and 2 | 0,2 | 0,5 |
| F4/5 Bolt 1 from F1,d | 1 | 0 |
| F4/5 Bolt 2 | 0,5 | 1 |
For load direction F4/5 applies: An additional tensile load (F1,d) must be received and verified for the left AKR, and for both bolts.
Combined load:
Characteristic capacities - Partial nailing
| Tuotenro | Product capacities - Timber to timber - Partial nailing | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Liitoskiinnikkeet | Nail pattern | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | ||||||||||
| Flange A | Flange B | R1.k | R2.k = R3.k | R4.k = R5.k | ||||||||
| Qty | Type | Qty | Type | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x40/50/60 | ||
| AKR95Z | 5 | CNA* | 1 | M12** | 3 | min (10.3 ; 25.04/kmod + 12.62) | min (13.34 ; 25.04/kmod + 16.82) | min (15.72 ; 25.04/kmod + 21.04) | 3.2 | 4 | 4.5 | 15.75 / kmod |
| AKR95LZ | 5 | CNA* | 1 | M12** | 3 | min (7.7 ; 25.04/kmod + 8.52) | min (10.1 ; 25.04/kmod + 11.36) | min (12.18 ; 25.04/kmod + 14.22) | 2.9 | 3.6 | 4.1 | - |
| AKR135Z | 9 | CNA* | 1 | M12** | 6 | min (21.19 ; 25.04/kmod + 8.69) | min (27.21 ; 25.04/kmod + 11.58) | min (31.54 ; 25.04/kmod + 11.58) | 5.9 | 7.5 | 8.4 | 15.75 / kmod |
| AKR135LZ | 9 | CNA* | 1 | M12** | 6 | min (16.39 ; 25.04/kmod + 5.87) | min (21.35 ; 25.04/kmod + 7.83) | min (25.45 ; 25.04/kmod + 9.78) | 5.2 | 6.6 | 7.6 | - |
| AKR285Z | 14 | CNA* | 1 | M12** | 17 | min (27.93 ; (25.04/kmod + 3.93) | min (36.23 ; 25.04/kmod + 5.24) | min (42.8 ; 25.04/kmod + 6.55) | 5.5 | 7.3 | 8.8 | 15.75 / kmod |
| AKR285LZ | 14 | CNA* | 1 | M12** | 17 | min (20.71 ; (25.04/kmod + 2.66) | min (27.2 ; 25.04/kmod + 3.54) | min (32.91 ; 25.04/kmod + 4.43) | 4.1 | 5.5 | 6.7 | - |
* Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.
** The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions depend on the concrete type, spacing and edge distances.
Characteristic capacities - Post connection
| Tuotenro | Product capacities - Timber C24 - column | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Liitoskiinnikkeet | Nail pattern | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | ||||||||||
| Flange A | Flange B | R1.k | R2.k = R3.k | R4.k = R5.k | ||||||||
| Qty | Type | Qty | Type | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x40/50/60 | ||
| AKR95Z | 5 | CNA* | 1 | M12** | 2 | min (11.5 ; 25.04/kmod + 5.97) | min (14.78 ; 25.04/kmod + 7.97) | min (17.19 ; 25.04/kmod + 9.96) | 3.5 | 4.4 | 5 | 15.75 / kmod |
| AKR95LZ | 5 | CNA* | 1 | M12** | 2 | min (8.83 ; 25.04/kmod + 4.04) | min (11.52 ; 25.04/kmod + 5.38) | min (13.76 ; 25.04/kmod + 6.73) | 3.1 | 3.9 | 4.5 | - |
| AKR135Z | 8 | CNA* | 1 | M12** | 7 | min (20.49 ; 25.04/kmod + 3.93) | min (26.13 ; 25.04/kmod + 5.24) | min (29.94 ; 25.04/kmod + 6.55) | 5.6 | 7 | 7.9 | 15.75 / kmod |
| AKR135LZ | 8 | CNA* | 1 | M12** | 7 | min (16.31 ; 25.04/kmod + 2.66) | min (21.13 ; 25.04/kmod + 3.54) | min (24.91 ; 25.04/kmod + 4.43) | 4.9 | 6.2 | 7.1 | - |
| AKR285Z | 22 | CNA* | 1 | M12** | 16 | min (41.66 ; 25.04/kmod + 3.93) | min (54.19 ; 25.04/kmod + 5.24) | min (64.34 ; 25.04/kmod + 6.55) | 5.8 | 7.6 | 9.3 | 15.75 / kmod |
| AKR285LZ | 22 | CNA* | 1 | M12** | 16 | min (30.58 ; 25.04/kmod + 2.66) | min (40.23 ; 25.04/kmod + 3.54) | min (48.85 ; 25.04/kmod + 4.43) | 4.2 | 5.6 | 6.9 | - |
* Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.
** The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions depend on the concrete type, spacing and edge distances.
