| Part No. | Mass kg/m | Area of Section mm2 | Axis XX Axis YY |
||
|---|---|---|---|---|---|
| I 106mm4 | Z 103mm3 | r mm |
|||
| P4000 | 1.26 | 160 | 0.010 0.039 | 0.786 1.880 | 7.8 15.6 |
| P4001 | 2.51 | 320 | 0.044 0.078 | 2.082 3.764 | 11.7 15.6 |
| P4002-1 | 3.22 | 410 | 0.019 0.247 | 1.036 4.946 | 6.9 24.6 |
| P4003 | 3.77 | 480 | 0.180 0.083 | 5.636 4.002 | 19.3 13.1 |
| 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 | P4000 | 4.2 | 0.44 | 22.36 |
| P4001 | 10.39 | 0.24 | 49.05 | |
| P4003 | 11.16 | 0.06 | 73.53 | |
| P4002-1 | 4.71 | 0.25 | 51.41 | |
| 500 | P4000 | 2.1 | 1.77 | 16.3 |
| P4001 | 5.55 | 1.03 | 45.24 | |
| P4003 | 11.16 | 0.51 | 68.8 | |
| P4002-1 | 2.35 | 0.99 | 42.12 | |
| 750 | P4000 | 1.4 | 3.98 | 10.46 |
| P4001 | 3.7 | 2.33 | 39.54 | |
| P4003 | 10.02 | 1.53 | 62.23 | |
| P4002-1 | 2.35 | 0.99 | 42.12 | |
| 1000 | P4000 | 1.05 | 7.08 | 6.54 |
| P4001 | 2.78 | 4.14 | 32.74 | |
| P4003 | 7.52 | 2.73 | 53.62 | |
| P4002-1 | 1.18 | 3.95 | 18.99 | |
| 1250 | P4000 | 0.84 | 11.07 | 4.54 |
| P4001 | 2.22 | 6.46 | 25.69 | |
| P4003 | 6.01 | 4.26 | 44.23 | |
| P4002-1 | 0.94 | 6.18 | 12.16 | |
| 1500 | P4000 | 0.7 | 15.94 | 3.35 |
| P4001 | 1.85 | 9.31 | 19.06 | |
| P4003 | 5.01 | 6.13 | 34.96 | |
| P4002-1 | 0.78 | 8.89 | 0 | |
| 1750 | P4000 | 0.6 | 21.69 | 0 |
| P4001 | 1.59 | 12.67 | 14 | |
| P4003 | 4.3 | 8.35 | 26.45 | |
| P4002-1 | 0.67 | 12.1 | 0 | |
| 2000 | P4000 | 0.52 | 28.33 | 0 |
| P4001 | 1.39 | 16.54 | 10.72 | |
| P4003 | 3.76 | 10.9 | 20.25 | |
| P4002-1 | 0.59 | 15.81 | 0 | |
| 2250 | P4000 | 0.47 | 35.86 | 0 |
| P4001 | 1.23 | 20.94 | 8.47 | |
| P4003 | 3.34 | 13.8 | 16.01 | |
| P4002-1 | 0.52 | 20.01 | 0 | |
| 2500 | P4000 | 0.42 | 44.27 | 0 |
| P4001 | 1.11 | 25.85 | 0 | |
| P4003 | 3.01 | 17.04 | 12.97 | |
| P4002-1 | 0.47 | 24.7 | 0 | |
| 2750 | P4000 | 0.38 | 53.57 | 0 |
| P4001 | 1.01 | 31.28 | 0 | |
| P4003 | 2.73 | 20.61 | 0 | |
| P4002-1 | 0.43 | 29.89 | 0 | |
| 3000 | P4000 | 0.35 | 63.57 | 0 |
| P4001 | 0.93 | 37.22 | 0 | |
| P4003 | 2.51 | 24.53 | 0 | |
| P4002-1 | 0.39 | 35.57 | 0 | |
| 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. | ||||