UNI
UNI
Universal bracket
CE Marking
ETA
Service class 2
Electrogalvanized steel 20 µm
EPD
Product Details
Images
Features
Application
Technical Data
Dimensions
Dimension
| References | DB. nr. | NOB nr. | Dimensions [mm] | Holes | Min. timber height [mm] | Qty per box | Weight [kg] | |||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| A | B | C | D | t | Ø | Qty | ||||||
| UNI100L | 1644079 | 21220223 | 100 | 52.5 | 62.5 | 47.5 | 2.5 | 5 | 5 + 3 + 3 | 63 | 50 | 0.15 |
| UNI130L | 3779162 | 21220280 | 130 | 61.5 | 62.5 | 58 | 2.5 | 5 | 8 + 5 + 5 | 82 | 25 | 0.24 |
| UNI190L | 1680610 | 21220264 | 192 | 49.5 | 49.5 | 96 | 2 | 5 | 7 + 6 + 1 | 108 | 50 | 0.2 |
| UNI100R | 1644087 | 21220330 | 100 | 52.5 | 62.5 | 47.5 | 2.5 | 5 | 5 + 3 + 3 | 63 | 50 | 0.15 |
| UNI130R | 3779170 | 21220298 | 130 | 61.5 | 62.5 | 58 | 2.5 | 5 | 8 + 5 + 5 | 82 | 25 | 0.24 |
| UNI190R | 1680628 | 21220272 | 192 | 49.5 | 49.5 | 96 | 2 | 5 | 7 + 6 + 1 | 108 | 50 | 0.2 |
Load carrying capacity table (characteristic values) - minimum nailing
| References | Connecting agents | Characteristic load capacity (kN) for 2 brackets per joint, placed diagonally | ||
|---|---|---|---|---|
| Type | R1,k | R2,k=R3,k | R4,k=R5,k | |
| UNI190R | CNA4,0x40 | 7.9 | 4.5 | Min. 4.3; 3.9(b+7)/e |
Load carrying capacity table (characteristic values) - maximum nailing
| References | Connecting agents | Characteristic load capacity (kN) for 2 brackets per joint, placed diagonally | ||
|---|---|---|---|---|
| Type | R1,k | R2,k=R3,k | R4,k=R5,k | |
| UNI100L | CNA4,0X40 | 5.8 | 4.7 | Min. 7.3; 2.9(b+16)/e |
| UNI130L | CNA4,0X40 | 10.8 | 7.9 | Min. 7.9; 5.4(b+21)/e |
| UNI190L | CNA4,0x40 | 16 | 5.4 | Min. 5.8; 7.4(b+7)/e |
| UNI100R | CNA4,0X40 | 5.8 | 4.7 | Min. 7.3; 2.9(b+16)/e |
| UNI130R | CNA4,0X40 | 10.8 | 7.9 | Min. 7.9; 5.4(b+21)/e |
| UNI190R | CNA4,0x40 | 16 | 5.4 | Min. 5.8; 7.4(b+7)/e |
e and b are inserted in mm.
If the ridge is prevented from rotating, the load-bearing capacity R1,k in a single bracket assembly will be half of the load-bearing capacity in a two bracket assembly. If the ridge can rotate, the load-bearing capacity of UNI190 can be calculated, see ETA on our website www.strongtie.dk
When placing two UNI190 brackets opposite each other on opposite sides of a ridge (i.e. not diagonally), all load capacities per bracket at this joint can be found in the ETA for 1 bracket per joint. The load capacity for F1 is obtained by setting f equal to zero. The load capacities for F2 and F3 are unchanged. For F4 and F5, the smaller value of F4 and F5 is used.
Installation
Installation