| Specific Gravity |
| | | 8.60 |
| | Kg/mm3 | 8.52 x 10-6 |
| | Lb. per cu. In | 0.308 |
|
| Ultimate Tensile Strength |
| Mean Value | N/mm2 Tons per sq. in | 480 31.07 |
| Min Value for NES.749 PT 3 | N/mm2 Tons per sq. in. | 450 29.13 |
| Min Value for TCL100 | N/mm2 Tons per sq. in. | 430 27.84 |
| Min Value for DTD5019 | N/mm2 Tons Per sq. in. | 417 27.00 |
|
| 0.2% Proof Strength |
| Mean Value | N/mm2 Tons Per sq. in. | 240 15.54 |
| Min Value for NES.749 PT 3 | N/mm2 Tons Per sq. in. | 230 14.89 |
| Min Value for DTD5019 | N/mm2 Tons Per sq. in. | 216 14.00 |
|
| Elongation |
| Mean Value | % on 5.65 √ A | 45 |
Min Value for NES.749 PT 3 AND DTD5019 | % on 5.65 √ A | 40 |
|
| Hardness |
| Range for TCL100 | HV5 | 120-140 |
| Range for NES.749 PT 3 | HV5 | 125-140 |
|
| Modules of Elasticity |
| In Tension or Compression | N/mm2 Lb. per sq.in. | 116.5x103 16.9x106 |
| In Tension or Shear | N/mm2 Lb. per sq. in. | 43.8x103 6.35x106 |
|
| Poisson's Ratio |
|
| Ultimate Shear Strength |
| | N/mm2 Tons Per sq. in. | 253 16.4 |
|
| Yield point in Shear |
| | N/mm2 Tons Per sq. in. | 143 9.3 |
|
| IZOD Impact Value |
|