IS 1785:2000 (Part 2) is the Indian Standard (BIS) for plain hard-drawn steel wire for prestressed concrete, part 2: as the drawn wire. This standard covers the requirements for plain hard-drawn steel wire used for prestressed concrete in its 'as drawn' condition (without stress-relieving treatment). It specifies the chemical composition, physical tolerances, and mechanical tests such as tensile and reverse bend tests to ensure wire suitability for prestressing applications.
plain hard-drawn steel wire for prestressed concrete, Part 2: As the drawn wire
Key reference values — verify against the current code edition / project specification.
| Reference | Value | Clause |
|---|---|---|
| Product | Plain hard-drawn AS-DRAWN (not stress-relieved) wire | Scope |
| Vs Part 1 | Higher relaxation, different stress-strain — NOT interchangeable | Critical |
| General design | Normally specifies stress-relieved Part 1 | Critical |
| If as-drawn used | Its higher relaxation must be in the IS 1343 loss calc | Rule |
| Acceptance | Sample/TEST per IS 10790 P1 — not coil-tag | Critical |
| Handling | Notch/corrosion-sensitive at working stress | Caution |
IS 1785 Part 2:2000 is the **specification for plain hard-drawn steel wire for prestressed concrete — *as-drawn* wire (cold-drawn, not stress-relieved). It is the companion to IS 1785 Part 1 (stress-relieved wire); the two are distinct, non-interchangeable conditions**, and selecting the right one is a structural decision.
It sits in the prestressing stack:
The single most important fact is the condition difference from Part 1:
The engineering point: as-drawn wire is a defined product with a legitimate scope, but for general prestressed structural design the stress-relieved Part 1 condition is what is normally specified and assumed, precisely because of its better relaxation behaviour. Using Part 2 as-drawn where Part 1 was designed inflates long-term prestress loss beyond the design allowance — a quiet under-prestressing of the structure.
Scenario: prestressing wire procurement for a PSC member designed to IS 1343.
Step 1 — read the assumed condition: the IS 1343 loss/behaviour calc assumes a specific wire condition — for general prestressed design this is normally stress-relieved (Part 1).
Step 2 — specify the matching part: if the design assumed stress-relieved, specify IS 1785 Part 1 — do not accept Part 2 (as-drawn) as 'equivalent prestressing wire'.
Step 3 — if as-drawn is genuinely intended: ensure the higher relaxation of Part 2 was the value used in the IS 1343 loss calculation.
Step 4 — verify by test: sample per IS 10790 Part 1; not coil-tag acceptance.
Step 5 — handle: notch/corrosion protection as for all prestressing steel.
The condition must match the design's relaxation assumption — Part 1 and Part 2 are not the same product.
1. Supplying Part 2 (as-drawn) where Part 1 (stress-relieved) was designed. Higher relaxation than allowed → under-prestressed structure; the parts are not interchangeable.
2. Assuming 'hard-drawn PSC wire' is one product. Condition (as-drawn vs stress-relieved) materially changes relaxation/behaviour.
3. Relaxation not matched in the loss calc. If as-drawn is used, its higher relaxation must be the value in the IS 1343 calculation.
4. Coil-tag acceptance. Sample/test per IS 10790 Part 1.
5. Nicks/corrosion. Acutely sensitive at working stress — protect absolutely.
IS 1785 Part 2 is reaffirmed and exists specifically to be distinguished from Part 1: it is as-drawn (not stress-relieved) prestressing wire, with higher relaxation and a different stress-strain response. The one practitioner imperative is condition discipline — 'plain hard-drawn PSC wire' is not one product, and for general prestressed structural design the stress-relieved Part 1 condition is what is normally specified and assumed in the IS 1343 loss calculation. Supplying Part 2 where Part 1 was designed inflates long-term prestress loss beyond the design allowance and quietly under-prestresses the structure. If as-drawn wire is genuinely intended, its higher relaxation must be the value used in the loss calc. Beyond that, the universal prestressing rules apply: test-verify per IS 10790 Part 1, never accept on coil tags, and protect absolutely from nicks and corrosion.
| Parameter | IS Value | International | Source |
|---|---|---|---|
| Tensile Strength (UTS) - 7 mm wire | 1725 N/mm² (for Grade 1725) | 1770 MPa (for Grade Y1770C) | ISO 6934-2:2021 |
| 0.1% Proof Stress (min) | 85% of specified UTS | 1560 MPa (approx. 88% of UTS for Grade Y1770C) | ISO 6934-2:2021 |
| Elongation at fracture (min) | 4% (on 200 mm gauge length) | 4% (on 10 in. / 254 mm gauge length) | ASTM A421/A421M-21 |
| Relaxation at 1000h (70% initial load) | Max 2.5% | Max 2.5% (for Low Relaxation / Class 3 wire) | ISO 6934-2:2021 |
| Phosphorus (P) content, max | 0.040% | 0.040% | ASTM A421/A421M-21 |
| Sulphur (S) content, max | 0.040% | 0.050% | ASTM A421/A421M-21 |
| Reverse Bend Test (5mm wire) | Minimum of 3 bends without failure | Minimum of 2 bends without failure | ISO 6934-2:2021 |