Browse part numbers, sizes and technical data
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| PART NO. [HDG] | PIPE SIZE | STANDARD ‘A’ [mm] | MAX ‘A’ [mm] | ‘H’ [mm] | MAX LOAD [KG] |
|---|---|---|---|---|---|
| FM191-1-021 | 15nb | 54 | 200 | 11Ø | 50 |
| FM191-1-027 | 20nb | 57 | 200 | 11Ø | 50 |
| FM191-1-034 | 25nb | 60 | 200 | 11Ø | 50 |
| FM191-1-043 | 32nb | 65 | 200 | 11Ø | 50 |
| FM191-1-048 | 40nb | 67 | 200 | 11Ø | 50 |
| FM191-1-060 | 50nb | 73 | 200 | 11Ø | 50 |
| FM191-1-073 | 65nb | 81 | 200 | 11Ø | 50 |
| FM191-1-089 | 80nb | 88 | 200 | 11Ø | 50 |
| FM191-1-115 | 100nb | 101 | 200 | 11Ø | 100 |
| FM191-1-140 | 125nb | 115 | 200 | 11Ø | 100 |
| FM191-1-168 | 150nb | 129 | 200 | 11Ø | 100 |
| INSTALLATION REQUIREMENTS |
|---|
| 1. CONCRETE STRENGTH 25MPa MIN. 2. TYPE 1 PIPE CLAMP BOLTS TO BE: CLASS 4.6 M6/10 ZINC BOLTS TORQUED TO 3.5Nm FOR M6 BOLTS, 17Nm FOR M10 BOLTS. 3. CONCRETE ANCHORS TO BE INSTALLED TO MANUFACTURER’S RECOMMENDATIONS. 4. LOAD DIRECTION IS VERTICAL DOWNWARD. 5. ANCHOR BRACKET TO BE MOUNTED TO TOP OF FLOOR SLAB. 6. ANCHOR MOUNTING PLATE TO BEAR COMPLETELY ON FLOOR SLAB (NO OVERHANG) |
| PART NO. | QTY | FIXING TYPE | hef [mm] | MIN EMBEDMENT [mm] | |
|---|---|---|---|---|---|
 | TB10090/C2 | 2 | THRU-BOLT | 60 | 67 |
