AKRS
AKR stainless steel bracket
These brackets allow optimum connection between wood and other building materials such as concrete and steel. This is an economic connections that can be used in many areas. AKR and AKR-L will vary screw hole.
CE Marking
ETA
Service class 3
Stainless
Available in Connector Selector
Product Details
Images
Features
Application
Technical Data
Dimensions
Product Dimensions
Table "Product Dimensions" cannot be displayed : no references available.
Capacities: Fullnailing
Table "Capacities: Fullnailing" cannot be displayed : no references available.
* Wedge Anchor e.g. WA, BOAX II or similar, be verified separately.
Capacities: Partnailing
Table "Capacities: Partnailing" cannot be displayed : no references available.
* Wedge Anchor e.g. WA, BOAX II or similar, be verified separately.
Capacities: Post connection
Table "Capacities: Post connection" cannot be displayed : no references available.
* Wedge Anchor e.g. WA, BOAX II or similar, be verified separately.
Design:
For the action in the direction F1 is an additional load stress F1,d from the action in the direction F4/5 added to.
For the superimposition of the actions must be proven:
Load factors for determining the bolt strength / 2 brackets per connection
| Load direction | kax | klat |
| F1 Bolt 1and 2 | 0,5 | 0,0 |
| F2/3 Bolt 1 and 2 | 0,2 | 0,5 |
| F4/5 Bolt 1 ( from F*_1,d ) | 1,0 | 0,0 |
| F4/5 Bolt 2 | 0,5 | 1 |
Proof of the fasteners in concrete / steel must be provided separately.
Simplified characteristic capacities - Wood to concrete - Full nailing - 1 bracket per connection
Table "Simplified characteristic capacities - Wood to concrete - Full nailing - 1 bracket per connection" cannot be displayed : no references available.
** 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 are BOAXII, SET-XP, WA, AT-HP, depending on the concrete type, spacing and edge distances.
*** The published characteristic capacity is based on instantaneous load duration and service class 2 according to EC5 (EN 1995) – kmod = 1,1. For other load duration and service class, please refer to the ETA to get more accurate capacities
Simplified characteristic capacities - Wood to concrete - Partial nailing - 1 bracket per connection
Table "Simplified characteristic capacities - Wood to concrete - Partial nailing - 1 bracket per connection" cannot be displayed : no references available.
** 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 are BOAXII, SET-XP, WA, AT-HP, depending on the concrete type, spacing and edge distances.
*** The published characteristic capacity is based on instantaneous load duration and service class 2 according to EC5 (EN 1995) – kmod = 1,1. For other load duration and service class, please refer to the ETA to get more accurate capacities
Simplified characteristic capacities - Post mounting to concrete - 1 bracket per connection
Table "Simplified characteristic capacities - Post mounting to concrete - 1 bracket per connection" cannot be displayed : no references available.
** 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 are BOAXII, SET-XP, WA, AT-HP, depending on the concrete type, spacing and edge distances.
*** The published characteristic capacity is based on instantaneous load duration and service class 2 according to EC5 (EN 1995) – kmod = 1,1. For other load duration and service class, please refer to the ETA to get more accurate capacities