3 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
Fe 500 ,Fe 500D,Fe550,Fe550D |
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8800 View breakup
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Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
300 |
|
- |
Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
Cl. 8.1 Table 3(Elongation, percentage) |
- |
600 |
|
- |
Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
500 |
|
- |
Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
500 |
|
- |
Cl. 9.3, Table 4(Bend Test ) |
- |
500 |
|
- |
Cl. 8.1 Table 3(TS/YS Ratio) |
- |
500 |
|
- |
Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
400 |
|
- |
5.7(PullOut (Bond Test)) |
- |
1000 |
|
- |
8.18.1 Table 3(Total elongation at maximum force) |
- |
500 |
|
- |
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Complete
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07 Apr, 2022 |
05 Apr, 2025 |
Scope restricted: upto 40mm diameter
Exclusion: Cr, Mn, Mo, V, Ni, Cu, Nb, B, Ti
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