Note: Cap/End plate thickness will vary based on the design code followed, the flange width of the applicable beam and the type of load acting on the connection.
Please contact a structural engineer for further details.
| Dimension table for location plates to suit type BY | |||||||
|---|---|---|---|---|---|---|---|
|
Bolt dia. |
Bolt grade |
A (mm) Upper beam width + |
B (mm) Lower beam width + |
C (mm) Upper beam Min. width + |
D (mm) Lower beam Min. width + |
H (mm) Dia. |
T (mm) Min. |
| M12 | 8.8 | 14 | 14 | 95 | 95 | 14 | 12 |
| M12 | 10.9 | 14 | 14 | 95 | 95 | 14 | 12 |
| M16 | 8.8 | 18 | 18 | 118 | 118 | 18 | 15 |
| M16 | 10.9 | 18 | 18 | 118 | 118 | 18 | 15 |
| M20 | 8.8 | 22 | 22 | 127 | 127 | 22 | 20 |
| M20 | 10.9 | 22 | 22 | 127 | 127 | 22 | 25 |
| Thickness of clamps (Dim X) | |||
|---|---|---|---|
|
Bolt Dia. |
Type BY |
Type BY + BYP |
|
| M12 | 13 | 23 | |
| M16 | 17 | 30 | |
| M20 | 22 | 37 | |
| Thickness of nut & washer (Dim N) | |
|---|---|
| Bolt Dia. | N |
| M12 | 12 |
| M16 | 16 |
| M20 | 22 |
