PRODUCT
Steel Mesh
Our steel mesh is made of longitudinal and transverse bars that are carefully and skillfully welded together to make reinforcements of foundations in any construction project.
Our mesh sizes, which refers to the holes that are measured in terms of the distance between the center of distance of line and the cross wires, are mainly in millimeters. We manufacture carbon steel (plain steel), which comes in both woven and welded mesh, which are made of carbon. The choice of carbon steel ensures that we offer you a versatile and diversely used, durable, strong, and magnetic product at relatively low cost. Thus, our steel mesh is suitable in industries and uses such as in window guards, infill panels and grill and radiator lockers among others.
Steel Bar
We supply high quality reinforced steel bars and steel wire to meet the building needs for your construction projects. Our products are all marked and certified to be in compliance with the international steel standard. All our products are certified by the Complied Malaysian & Singapore Standard (suitable for pre- caster for HDB/MRT projects), CIDB certification, SIRIM, and British Standard. The products are available from custom or stock manufacturing.
Physical Properties of Reinforcement Bars
| Specifications | Grade | Yield min(N/mm²) | Tensile min(N/mm²) | Ratio(min) | Cal. method | Elong 5D(min %) | Agt(min %) | Bend(size:mm) | Rebend(size:mm) |
|---|---|---|---|---|---|---|---|---|---|
| 500 | 550 | 1.05 | Norminal | 14 | 2.5 | 6/8/10:~3D 12:~4D 16&20:5D 25/32/40:~6D (160° to 180°) | 6/8/10:~5D 12:~5D 20&25:8D 32/40:~10D (90°-30min-20°) | ||
| 500-650 | Y*1.08 | 1.08 | Norminal | 5 | ≤16mm:3D >16mm:6D | ≤16mm:4D >16mm:7D | |||
| 600-780 | Y*1.08 | 1.08 | Norminal | 5 | ≤16mm:3D >16mm:6D | ≤16mm:4D >16mm:7D | |||
| 500-650 | <8mm:1.02 ≥8mm:1.05 | Norminal | <8mm:1.0 ≥8mm:2.5 | ≤16mm:3D >16mm:6D (160°-180°) | ≤16mm:4D >16mm:7D (90°-1hr-20°) | ||||
| 500-650 | Y*1.08 | 1.08 | Norminal | 5 | all sizes:4D (<16 bend 90° >20 bend 180° ) | ≤16mm:4D >20mm:N.A. (90°-1hr-90°) | |||
| 500-600 | Y*(1.15-1.40) | 1.15-1.40 | Norminal | 10 | same as 500N | same as 500N | |||
| 500-750 | Y*1.03 | 1.03 | Norminal | 1.5 | 3D | 90°-1hr-20° | |||
| 500-650 | Y*1.08 | 1.08 | Norminal | 5 | ≤16mm:4D >16mm:7D (90°-1hr-20°) |
Others
| Specifications | Grade | Yield min(N/mm²) | Tensile min(N/mm²) | Ratio(min) | Cal. method | Elong 5D(min %) | Agt(min %) | Bend(size:mm) | Rebend(size:mm) |
|---|---|---|---|---|---|---|---|---|---|
| 500-650 | <8mm:1.02 ≥8mm:1.05 | Norminal | <8mm:1.0 ≥8mm:2.5 | ≤16mm:4D >16mm:7D (90°-1hr-20°) | |||||
| 500-650 | Y*1.08 | 1.08 | Norminal | 5.0 | ≤16mm:4D >16mm:7D (90°-1hr-20°) |
Standards
| Standard | Yield Strength (N/mm²)(MPa) | Weld Shear Load (N) |
|---|---|---|
Cold-reduced steel wire for the reinforcement of concrete and the manufacture of welded fabric | 500 | NA |
Steel fabric for the reinforcement of concrete | 500 | 250 x area of the larger wire (for plain wires) 150 x area of the larger wire (for ribbed wires) |
Cold-reduced steel wire for the reinforcement of concrete | 460 | NA |
Steel fabric for the reinforcement of concrete | 460 | 115 x area of the smaller wires |
Steel reinforcing materials | 500 | 250 x area of the larger wires |
Standard Metric Fabric
| SS: 32 Or NEF500 | BS 4483 Ref. no. | Wire spacing (mm) | Wire diameter (mm) | Cross-sectional area (mm3/m) | Nominal mass | ||||
|---|---|---|---|---|---|---|---|---|---|
| Main | Cross | Main | Cross | Main | Cross | (kg/m)2 | |||
| A13 | – | 200 | 200 | 13 | 13 | 664 | 664 | 10.42 | |
| A12 | – | 200 | 200 | 12 | 12 | 566 | 566 | 8.88 | |
| A11 | – | 200 | 200 | 11 | 11 | 475 | 475 | 7.46 | |
| A10 | A 393 | 200 | 200 | 10 | 10 | 392 | 393 | 6.16 | |
| A9 | – | 200 | 200 | 9 | 9 | 318 | 318 | 4.99 | |
| A8 | A 252 | 200 | 200 | 8 | 8 | 252 | 252 | 3.95 | |
| A7 | A 193 | 200 | 200 | 7 | 7 | 193 | 193 | 3.02 | |
| A6 | A 142 | 200 | 200 | 6 | 6 | 142 | 142 | 2.22 | |
| *A5 | A 98 | 200 | 200 | 5 | 5 | 98 | 98 | 1.54 | |
| Square Fabric: D-Series | |||||||||
| D13 | – | 100 | 100 | 13 | 13 | 664 | 664 | 20.84 | |
| D12 | – | 100 | 100 | 12 | 12 | 566 | 566 | 17.76 | |
| D11 | – | 100 | 100 | 11 | 11 | 475 | 475 | 14.92 | |
| D10 | – | 100 | 100 | 10 | 10 | 392 | 393 | 12.32 | |
| D9 | – | 100 | 100 | 9 | 9 | 318 | 318 | 9.98 | |
| D8 | – | 100 | 100 | 8 | 8 | 252 | 252 | 7.90 | |
| D7 | – | 100 | 100 | 7 | 7 | 193 | 193 | 6.40 | |
| D6 | – | 100 | 100 | 6 | 6 | 142 | 142 | 4.44 | |
| *D5 | – | 100 | 100 | 5 | 5 | 98 | 98 | 3.08 | |
| Square Fabric: B-Series | |||||||||
| B13 | – | 100 | 200 | 13 | 13 | 664 | 664 | 13.50 | |
| B12 | B 1131 | 100 | 200 | 12 | 12 | 566 | 566 | 10.90 | |
| B11 | – | 100 | 200 | 11 | 11 | 475 | 475 | 9.43 | |
| B10 | B 785 | 100 | 200 | 10 | 10 | 392 | 393 | 8.14 | |
| B9 | – | 100 | 200 | 9 | 9 | 318 | 318 | 6.97 | |
| B8A | – | 100 | 200 | 8 | 7 | 335 | 193 | 4.14 | |
| B8 | B 503 | 100 | 200 | 8 | 8 | 252 | 252 | 5.93 | |
| B7 | B 385 | 100 | 200 | 7 | 7 | 193 | 193 | 4.53 | |
| B6 | B 283 | 100 | 200 | 6 | 6 | 142 | 142 | 3.73 | |
| *B5 | B 195 | 100 | 200 | 5 | 5 | 98 | 98 | 3.05 | |
| Square Fabric: E-Series | |||||||||
| E13 | – | 150 | 150 | 13 | 13 | 664 | 664 | 13.89 | |
| E12 | – | 150 | 150 | 12 | 12 | 566 | 566 | 11.84 | |
| E11 | – | 150 | 150 | 11 | 11 | 475 | 475 | 9.95 | |
| E10 | – | 150 | 150 | 10 | 10 | 392 | 393 | 8.23 | |
| E9 | – | 150 | 150 | 9 | 9 | 318 | 318 | 6.67 | |
| E8 | – | 150 | 150 | 8 | 8 | 252 | 252 | 5.27 | |
| E7 | – | 150 | 150 | 7 | 7 | 193 | 193 | 4.03 | |
| E6 | – | 150 | 150 | 6 | 6 | 142 | 142 | 2.96 | |
| *Reference No. A5, B5, and D5 are available in Standard Sheet of 6.0m x 2.4m only. | |||||||||
Substitution of Real Steel Fabric for High Tensile Bars
| Bars | Substitution of Real Steel Fabric for High Tensile Bars | ||||
| Diameter(mm) | Spacing(mm) | Area(mm2/m) | Equivalent Area(mm2/m) | Recommended Real Steel Fabric(mm2/m) | |
| 10 | 75 | 1047 | 993 | D12 B12 (1131) | |
| 100 | 786 | 745 | D10 B10 (785) | ||
| 125 | 628 | 596 | D9 B9 (636) | ||
| 150 | 524 | 497 | D8 B8 (503) | ||
| 175 | 449 | 426 | D8 B8 (503) | ||
| 200 | 393 | 373 | D7 B7A B7 (385) | A10 (393) | |
| 250 | 314 | 298 | A9 (318) | B8A (335) | |
| 300 | 262 | 248 | A8 (255) | D6 B6 (283) | |
| 13 | 100 | 1327 | 1259 | D13 B13 (1328) | |
| 125 | 1062 | 1007 | D12 B11 (1131) | ||
| 150 | 885 | 839 | D11 B11 (950) | ||
| 175 | 759 | 719 | D10 B10 (785) | ||
| 200 | 664 | 630 | D9 B9 (636) | ||
| 250 | 531 | 504 | D8 B8 (503) | ||
| 300 | 442 | 420 | D8 B8 (503) | ||
| 16 | 150 | 1341 | 1271 | D13 B13 (1328) | |
| 175 | 1149 | 1090 | D12 B12 (1131) | ||
| 200 | 1005 | 954 | D11 B11 (950) | ||
| 250 | 804 | 763 | D10 B10 (785) | ||
| 300 | 670 | 636 | D9 B9 (636) | ||