| Part No. | Mass kg/m | Area of Section mm2 | Axis XX Axis YY |
||
|---|---|---|---|---|---|
| I 106mm4 | Z 103mm3 | r mm |
|||
| P1000 | 2.59 | 330 | 0.069 0.092 | 2.920 4.451 | 14.5 16.7 |
| P1001 | 5.18 | 660 | 0.318 0.184 | 7.711 8.902 | 22.0 16.7 |
| P1001-3 | 7.78 | 991 | 1.178 0.276 | 18.713 13.365 | 34.5 16.7 |
| P1001C3 | 7.78 | 991 | 0.530 0.576 | 10.995 13.945 | 23.1 24.1 |
| P1001D3 | 7.77 | 991 | 0.481 0.557 | 10.203 13.491 | 22.0 23.7 |
| P1001C41 | 10.38 | 1322 | 0.688 0.931 | 16.670 22.546 | 22.8 26.5 |
| P1003 | 4.55 | 580 | 0.120 0.300 | 3.771 6.007 | 14.4 22.8 |
| P1004A | 9.12 | 1162 | 1.529 0.424 | 24.660 18.336 | 36.3 19.1 |
| Note: l - Moment of Inertia, Z - Section Modulus, r - Radius of Gyration For Slip and Pullout Performance details refer to this Tab Section. |
|||||
| Beam Span or Column Unsupported Height mm | Channel Number | Uniform Beam Working Load kN | Deflection at Uniform Working Load mm | Max. Loading of Column kN |
|---|---|---|---|---|
| 250 | P1000 | 14.83 | 0.22 | 45.51 |
| P1001 | 25.64 | 0.08 | 97.71 | |
| P1001-3 | 27.9 | 0.02 | 146.48 | |
| P1001C3 | 25.64 | 0.05 | 145.92 | |
| P1001C41 | 25.64 | 0.04 | 195.7 | |
| P1003 | 17.46 | 0.15 | 78.01 | |
| P1004A | 26.33 | 0.02 | 157.31 | |
| 500 | P1000 | 7.42 | 0.87 | 36.84 |
| P1001 | 19.58 | 0.5 | 94.09 | |
| P1001-3 | 27.9 | 0.19 | 141.13 | |
| P1001C3 | 25.64 | 0.39 | 138.7 | |
| P1001C41 | 25.64 | 0.3 | 188.76 | |
| P1003 | 8.73 | 0.59 | 74.48 | |
| P1004A | 26.33 | 0.14 | 153.24 | |
| 750 | P1000 | 4.94 | 1.97 | 28.22 |
| P1001 | 13.06 | 1.13 | 88.35 | |
| P1001-3 | 27.9 | 0.65 | 132.53 | |
| P1001C3 | 18.61 | 0.96 | 128.6 | |
| P1001C41 | 25.64 | 1.02 | 178.34 | |
| P1003 | 5.82 | 1.33 | 68.94 | |
| P1004A | 26.33 | 0.47 | 146.68 | |
| 1000 | P1000 | 3.71 | 3.5 | 21.44 |
| P1001 | 9.79 | 2 | 80.9 | |
| P1001-3 | 23.76 | 1.31 | 121.36 | |
| P1001C3 | 13.96 | 1.72 | 117.29 | |
| P1001C41 | 21.16 | 2 | 165.65 | |
| P1003 | 4.36 | 2.37 | 61.87 | |
| P1004A | 26.33 | 1.12 | 137.97 | |
| 1250 | P1000 | 2.97 | 5.46 | 16.42 |
| P1001 | 7.83 | 3.13 | 72.23 | |
| P1001-3 | 19.01 | 2.05 | 108.36 | |
| P1001C3 | 11.17 | 2.68 | 105.77 | |
| P1001C41 | 16.93 | 3.13 | 151.78 | |
| P1003 | 3.49 | 3.7 | 53.84 | |
| P1004A | 22.82 | 1.9 | 127.53 | |
| 1500 | P1000 | 2.47 | 7.87 | 13.2 |
| P1001 | 6.53 | 4.5 | 62.89 | |
| P1001-3 | 15.84 | 2.95 | 94.35 | |
| P1001C3 | 9.31 | 3.86 | 94.42 | |
| P1001C41 | 14.11 | 4.5 | 137.52 | |
| P1003 | 2.91 | 5.33 | 45.43 | |
| P1004A | 19.02 | 2.73 | 115.84 | |
| 1750 | P1000 | 2.12 | 10.71 | 11 |
| P1001 | 5.6 | 6.13 | 53.4 | |
| P1001-3 | 13.58 | 4.02 | 80.11 | |
| P1001C3 | 7.98 | 5.25 | 83.31 | |
| P1001C41 | 12.09 | 6.13 | 123.36 | |
| P1003 | 2.49 | 7.25 | 37.16 | |
| P1004A | 16.3 | 3.72 | 103.39 | |
| 2000 | P1000 | 1.85 | 13.99 | 9.35 |
| P1001 | 4.9 | 8.01 | 44.21 | |
| P1001-3 | 11.88 | 5.25 | 66.33 | |
| P1001C3 | 6.98 | 6.86 | 72.48 | |
| P1001C41 | 10.58 | 8.01 | 109.59 | |
| P1003 | 2.18 | 9.48 | 29.41 | |
| P1004A | 14.26 | 4.86 | 90.69 | |
| 2250 | P1000 | 1.65 | 17.7 | 8.05 |
| P1001 | 4.35 | 10.13 | 35.62 | |
| P1001-3 | 10.56 | 6.65 | 53.44 | |
| P1001C3 | 6.2 | 8.68 | 62.04 | |
| P1001C41 | 9.41 | 10.13 | 96.41 | |
| P1003 | 1.94 | 11.99 | 23.24 | |
| P1004A | 12.68 | 6.15 | 78.16 | |
| 2500 | P1000 | 1.48 | 21.85 | 7.01 |
| P1001 | 3.92 | 12.51 | 28.85 | |
| P1001-3 | 9.5 | 8.21 | 43.29 | |
| P1001C3 | 5.58 | 10.72 | 52.11 | |
| P1001C41 | 8.47 | 12.51 | 83.93 | |
| P1003 | 1.75 | 14.81 | 18.82 | |
| P1004A | 11.41 | 7.59 | 66.2 | |
| 2750 | P1000 | 1.35 | 26.44 | 6.14 |
| P1001 | 3.56 | 15.14 | 23.85 | |
| P1001-3 | 8.64 | 9.93 | 35.78 | |
| P1001C3 | 5.08 | 12.97 | 44.05 | |
| P1001C41 | 7.7 | 15.13 | 72.11 | |
| P1003 | 3.56 | 15.14 | 23.85 | |
| P1004A | 10.37 | 9.19 | 55.06 | |
| 3000 | P1000 | 1.24 | 31.47 | 0 |
| P1001 | 3.26 | 18.02 | 20.04 | |
| P1001-3 | 7.92 | 11.82 | 30.07 | |
| P1001C3 | 4.65 | 15.44 | 37.67 | |
| P1001C41 | 7.05 | 18.01 | 62.18 | |
| P1003 | 1.45 | 21.32 | 0 | |
| P1004A | 9.51 | 10.93 | 46.27 | |
| Note: The table should be read in conjunction with "Notes on Derivation of Structural Data" and "How to use Load Tables" in this Tab Section. | ||||