EGCM
End Grain Connector (Medium Duty)
Suitable for solid timber and Glulam joists: EGCM is a two-piece system that provides a high-strength, hidden connection between timber members where the joist header or post is fastened into the end-grain of a carried joist.
As the connector is concealed within the timbers, this method provides 30 minutes fire resistance. EGCM can be surface mounted or recess fitted. A routing template is available separately.
CE Marking
ETA
Service class 2
Fire resistance R 30
Aluminium
Product Details
Images
Features
Application
Technical Data
Dimensions
Product dimensions
| References | Joist Dimensions [mm] | Header Dimensions [mm] | Product Dimensions [mm] | Header Holes [mm] | Joist Holes [mm] | Weight [kg] | |||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Width | Height [mm] | Post Width | A | B | t | Ø6.5 | Ø6.5 | ||||
| Min | β=0° | -15°<β<90° | Min | ||||||||
| Min | Max | ||||||||||
| EGCM90 | 75 | * | * | * | 125 | 90 | 50 | 16 | 6 | 7 | 0.17 |
| EGCM150 | 75 | * | * | * | 125 | 150 | 50 | 16 | 11 | 12 | 0.28 |
| EGCM210 | 75 | * | * | * | 125 | 210 | 50 | 16 | 18 | 15 | 0.4 |
| EGCM270 | 75 | * | * | * | 125 | 270 | 50 | 16 | 21 | 18 | 0.52 |
*Depends on CSFT screw length
Product Characteristic capacities - Timber Beam to Timber Beam
| References | Product Characteristic Capacities - Timber Beam to Timber Beam | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Fastener Qty | Characteristic Capacities - Timber C24 [kN] | |||||||||||||
| Header | Joist | CSFT6.0x85 | CSFT6.0x110 | |||||||||||
| Joist Height [mm] | R1,k | R2,k | R3,k | R4,k | Joist Height [mm] | R1,k | R2,k | R3,k | R4,k | |||||
| Min | Max | Min | Max | |||||||||||
| EGCM90 | 6 | 5 (7) | 135 | 180 | 14.2 | 6.5 | 12.7 | 8.6 | 150 | 210 | 18.3 | 8.7 | 14 | 9.6 |
| EGCM150 | 11 | 10 (12) | 195 | 270 | 27.8 | 6.5 | 23.7 | 16.7 | 210 | 350 | 35.6 | 8.7 | 25.9 | 18.7 |
| EGCM210 | 16 | 13 (15) | 255 | 360 | 35.6 | 6.5 | 28.6 | 22.3 | 270 | 390 | 46 | 8.7 | 31.4 | 24.9 |
| EGCM270 | 21 | 16 (18) | 315 | 450 | 43.2 | 6.5 | 33 | 27.7 | 330 | 480 | 56.2 | 8.7 | 36.4 | 31 |
The quantities in brackets are the quantities of fixings in the supported beam plus the screws to prevent lifting.
The top screws going from the joist par to the header must be installed to block the uplift.
Product Characteristic Capacities - Timber Beam to Timber Post
| References | Product Characteristic Capacities - Timber Beam to Timber Post | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Fastener Qty | Characteristic capacities - Timber C24 [kN] | |||||||||||||
| Header | Joist | CSFT6.0x85 | CSFT6.0x110 | |||||||||||
| Joist Height [mm] | R1,k | R2,k | R3,k | R4,k | Joist Height [mm] | R1,k | R2,k | R3,k | R4,k | |||||
| Min | Max | Min | Max | |||||||||||
| EGCM90 | 6 | 5 (7) | 135 | 180 | 14.2 | 6.5 | 12.7 | 8.6 | 150 | 210 | 18.3 | 8.7 | 14 | 9.6 |
| EGCM150 | 11 | 10 (12) | 195 | 270 | 27.8 | 6.5 | 23.7 | 16.7 | 210 | 350 | 31.6 | 8.7 | 25.9 | 18.7 |
| EGCM210 | 16 | 13 (15) | 255 | 360 | 35.6 | 6.5 | 28.6 | 22.3 | 270 | 390 | 41.1 | 8.7 | 31.4 | 24.9 |
| EGCM270 | 21 | 16 (18) | 315 | 450 | 43.2 | 6.5 | 33 | 27.7 | 330 | 480 | 56.2 | 8.7 | 36.4 | 31 |
The quantities in brackets are the quantities of fixings in the supported beam plus the screws to prevent lifting.
The top screws going from the joist par to the header must be installed to block the uplift.
Product Characteristic Capacities - Timber Beam to Wall Plate
| References | Product Characteristic Capacities - Timber Beam to Wall Plate | |||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Fasteners | Characteristic Capacities - Timber C24 [kN] | |||||||||||||||
| Header [mm] | Joist | CSFT6.0x85 | CSFT6.0x110 | |||||||||||||
| Type | Qty | Qty | Type | Joist Height [mm] | R1,k | R2,k | R3,k | R4,k | Joist Height [mm] | R1,k | R2,k | R3,k | R4,k | |||
| Min | Max | Max | Min | |||||||||||||
| EGCM90 | TTUFS5,0x50 | 6 | CSFT | 5 (7) | 135 | 180 | 14.2 | 6.5 | 4 | 8.6 | 150 | 210 | 15.2 | 8.7 | 4 | 9.6 |
| EGCM150 | TTUFS5,0x50 | 11 | CSFT | 10 (12) | 195 | 270 | 27.8 | 6.5 | 7.3 | 16.7 | 210 | 350 | 27.9 | 8.7 | 7.3 | 18.7 |
| EGCM210 | TTUFS5,0x50 | 16 | CSFT | 13 (15) | 255 | 360 | 35.6 | 6.5 | 10.6 | 22.3 | 270 | 390 | 40.6 | 8.7 | 10.6 | 24.9 |
| EGCM270 | TTUFS5,0x50 | 21 | CSFT | 16 (18) | 315 | 450 | 43.2 | 6.5 | 13.9 | 27.7 | 330 | 480 | 53.3 | 8.7 | 13.9 | 31 |
The quantities in brackets are the quantities of fixings in the supported beam plus the screws to prevent lifting.
The top screws going from the joist par to the header must be installed to block the uplift.
DE - Product characteristic capacities - Timber beam to timber beam / post
| References | Product Characteristic Capacities - Timber Beam to Timber Beam | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Fastener Qty | Characteristic Capacities - Timber C24 [kN] | |||||||||||||
| Header | Joist | CSFT6.0x85 | CSFT6.0x110 | |||||||||||
| Joist Height [mm] | R1,k | R2,k | R3,k - DE | R4,k - DE | Joist Height [mm] | R1,k | R2,k | R3,k - DE | R4,k - DE | |||||
| Min | Max | Min | Max | |||||||||||
| EGCM90 | 6 | 5 (7) | 135 | 180 | 14.2 | 6.5 | * | 8.6 | 150 | 210 | 18.3 | 8.7 | * | 9.6 |
| EGCM150 | 11 | 10 (12) | 195 | 270 | 27.8 | 6.5 | * | 16.7 | 210 | 350 | 31.6 | 8.7 | * | 18.2 / kmod |
| EGCM210 | 16 | 13 (15) | 255 | 360 | 35.6 | 6.5 | * | 18.2 / kmod | 270 | 390 | 41.1 | 8.7 | * | 18.2 / kmod |
| EGCM270 | 21 | 16 (18) | 315 | 450 | 43.2 | 6.5 | * | 18.2 / kmod | 330 | 480 | 56.2 | 8.7 | * | 18.2 / kmod |
The quantities in brackets are the quantities of fixings in the supported beam plus the screws to prevent lifting.
The top screws going from the joist par to the header / post must be installed to block the uplift.
