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| ASTM A-615 Specifications: – Parameters Specified by ASTM 615 |
|---|
| Table 1: Deformed Bars Designation Numbers, Nominal Weights [Masses], Nominal Dimensions and Deformation Requirements |
| Bar Designation | Nominal Weight | Nominal Dimensions | Deformation Requirements, in [Mm] | ||||
| No | lb/ft | ||||||
| Nominal Mass | Diameter in | Cross Sectional | Perimeter, in. | Maximum Average Spacing | Minimum Average Height | Maximum Gap (Chord of 12.5 % of Nominal Perimeter) | |
| Kg/m] | [mm] | Area in | [mm] | ||||
| [mm] | |||||||
| 3 [10] | 0.376 [0.560] | 0.375 [9.5] | 0.11 [71] | 1.178 [29.9] | 0.262 [6.7] | 0.015 [0.38] | 0.143 [3.6] |
| 4 [13] | 0.668 [0.994] | 0.500 [12.7] | 0.20 [129] | 1.571 [39.9] | 0.350 [8.9] | 0.020 [0.51] | 0.191 [4.9] |
| 5 [16] | 1.043 [1.522] | 0.625 [15.9] | 0.31 [199] | 1.963 [49.9] | 0.437 [11.1] | 0.028 [0.71] | 0.239 [6.1] |
| 6 [19] | 1.502 [2.235] | 0.750 [19.1] | 0.44 [284] | 2.356 [59.8] | 0.525 [13.3] | 0.038 [0.97] | 0.286 [7.3] |
| 7 [22] | 2.044 [3.042] | 0.875 [22.2] | 0.60 [387] | 2.749 [69.8] | 0.612 [15.5] | 0.044 [1.12] | 0.334 [8.5] |
| 8 [25] | 2.670 [3.973] | 1.000 [25.4] | 0.79 [510] | 3.142 [79.8] | 0.700 [17.8] | 0.050 [1.27] | 0.383 [9.7] |
| 9 [29] | 3.400 [5.060] | 1.128 [28.7] | 1.00 [645] | 3.544 [90] | 0.790 [20.1] | 0.056 [1.42] | 0.431 [10.9] |
| 10 [32] | 4.303 [6.404] | 1.270 [32.3] | 1.27 [819] | 3.99 [101.3] | 0.889 [22.6] | 0.064 [1.63] | 0.487 [12.4] |
| 11 [36] | 5.313 [7.970] | 1.410 [35.8] | 1.56 [1006] | 4.43 [1125] | 0.987 [25.1] | 0.071 [1.8] | 0.540 [13.7] |
Table 2: Tensile Requirements
| Grade 40 [280] | Grade 60 [420] | ||||
| Tensile Strength, min, psi [Mpa] | 60 000 [420] | 90 000 [620] | |||
| Yield Strength, min, Psi [Mpa] | 40 000 [280] | 60 000 [420] | |||
| Elongation in 8 in [203.0mm], min %: | |||||
| Bar Designation Number | |||||
| 3 [10] | 11 | 9 | |||
| 4, 5 [13, 16] | 12 | 9 | |||
| 6 [19] | 12 | 9 | |||
| 7, 8 [22, 25] | … | 8 | |||
| 9, 10, 11 [29, 32, 36] | … | 7 | |||
| Table 3: Bend Test | |||||
| Bar Designation Number | Pin Diameter for Bend Tests | ||||
| Grade 40 [300] | Grade 60 [420] | ||||
| 3,4,5 [10, 13, 16] | 3½ d | 3½ d | |||
| 6 [19] | 5d | 5d | |||
| 7, 8 [22, 25] | … | 5d | |||
| 9, 10, 11 [29, 32, 36] | … | 7d |
| ASTM A-706: – Parameters Specified by ASTM 706 | |||||||
|---|---|---|---|---|---|---|---|
| Table 1: Deformed Bars Designation Numbers, Nominal Weights [Masses], Nominal Dimensions and Deformation Requirements | |||||||
| Bar Designation | Nominal Weight | Nominal Dimensions | Deformation Requirements, in [Mm] | ||||
| No | lb/ft | ||||||
| Nominal Mass | Diameter in | Cross Sectional | Perimeter, in. | Maximum Average Spacing | Minimum Average Height | Maximum Gap (Chord of 12.5 % of Nominal Perimeter) | |
| Kg/m] | [mm] | Area in | [mm] | ||||
| [mm] | |||||||
| 3 [10] | 0.376 [0.560] | 0.375 [9.5] | 0.11 [71] | 1.178 [29.9] | 0.262 [6.7] | 0.015 [0.38] | 0.143 [3.6] |
| 4 [13] | 0.668 [0.994] | 0.500 [12.7] | 0.20 [129] | 1.571 [39.9] | 0.350 [8.9] | 0.020 [0.51] | 0.191 [4.9] |
| 5 [16] | 1.043 [1.522] | 0.625 [15.9] | 0.31 [199] | 1.963 [49.9] | 0.437 [11.1] | 0.028 [0.71] | 0.239 [6.1] |
| 6 [19] | 1.502 [2.235] | 0.750 [19.1] | 0.44 [284] | 2.356 [59.8] | 0.525 [13.3] | 0.038 [0.97] | 0.286 [7.3] |
| 7 [22] | 2.044 [3.042] | 0.875 [22.2] | 0.60 [387] | 2.749 [69.8] | 0.612 [15.5] | 0.044 [1.12] | 0.334 [8.5] |
| 8 [25] | 2.670 [3.973] | 1.000 [25.4] | 0.79 [510] | 3.142 [79.8] | 0.700 [17.8] | 0.050 [1.27] | 0.383 [9.7] |
| 9 [29] | 3.400 [5.060] | 1.128 [28.7] | 1.00 [645] | 3.544 [90] | 0.790 [20.1] | 0.056 [1.42] | 0.431 [10.9] |
| 10 [32] | 4.303 [6.404] | 1.270 [32.3] | 1.27 [819] | 3.99 [101.3] | 0.889 [22.6] | 0.064 [1.63] | 0.487 [12.4] |
| 11 [36] | 5.313 [7.970] | 1.410 [35.8] | 1.56 [1006] | 4.43 [1125] | 0.987 [25.1] | 0.071 [1.8] | 0.540 [13.7] |
| Table 2: Tensile Requirements | |
|---|---|
| Grade 60 [420] | |
| Tensile Strength, min, psi [Mpa] | 80 000 [550] |
| Yield Strength, min, Psi [Mpa] | 60 000 [420] |
| Yield Strength, max, Psi [Mpa] | 78 000 [540] |
| Elongation in 8 in [203.2 mm], min %: | |
| Bar Designation Number | |
| 3, 4, 5, 6 [10, 13, 16, 19] | 14 |
| 7, 8, 9, 10, 11 [22, 25, 29, 32, 36] | 12 |
| Table 3: Bend Test Requirements | |
|---|---|
| Bar Designation Number | Pin Diameter for Bend Tests |
| Grade 60 [420] | |
| 3,4,5 [10, 13, 16] | 3½ d |
| 6,7,8 [19,22,25] | 5d |
| 9, 10, 11 [29, 32, 36] | 6d |
Steel bars with a patterned surface for better grip in concrete, used in construction for reinforced concrete structures.
Steel bars that are twisted while cold to increase their strength, commonly used in construction for reinforcing concrete.
Thick, cylindrical steel bars used in various industrial and construction applications where high strength is required.
Steel products designed for use in building frameworks and supports, ensuring stability and strength in construction projects.
Griders , Square Bars , T. Iron , Flats Angle Irons , G. Rail , CGI Sheets
7 lac +
2,300 +
Total projects
Total Industries
1000 +
Clients
Raw Material Sourcing
Sourcing raw materials like shredded steel, HMS (Heavy Melting Steel), plate, and structural steel from various countries.
02
Scrap Charging
Loading scrap metal into a re-melting furnace to begin the recycling and melting process.
Chemical Testing
Conducting chemical tests on samples during the melting process to ensure proper composition.
Metal Tapping
Pouring molten metal into a ladle from the furnace.
Casting Preparation
Moving the ladle to the Continuous Casting Machine (CCM) for the casting of billets.
Billet Stacking
Collecting billets and stacking them by heat for organization and further processing.
Final Chemical Testing
Performing a final chemical test on billets to confirm their composition before further processing.
Reheating
Feeding billets into the reheating furnace to prepare them for rolling.
09
Rolling Process
Rolling reheated billets into deformed bars through the rolling mill.
11
Physical Testing
Conducting physical tests on the produced bars to ensure they meet quality standards.
12
Storage and Dispatch
Shifting finished deformed bars to storage or dispatching them for delivery.
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Kohsar Steel Industries has been serving Pakistan’s steel industry for over 20 years, delivering quality steel products and reliable solutions for construction and industrial projects
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ISLAMABAD STEEL MILLS
Street 10, I-9/2 I 9/2 I-9, Islamabad, Islamabad Capital
KOHSAR STEEL MILLS
PLOT NO 10, Hattar Industrial Estate, Haripur, Khyber Pakhtunkhwa