IS 1732:1989 is the Indian Standard (BIS) for dimensions for round and square steel bars for structural and general engineering purposes. This standard covers the dimensions, cross-sectional areas, and mass per unit length of hot-rolled round and square steel bars used for structural and general engineering purposes. It is a fundamental reference for structural detailing, quantity estimation, and fabrication.
Specifies dimensions for hot rolled round and square steel bars for structural and general engineering purposes.
Key reference values — verify against the current code edition / project specification.
| Reference | Value | Clause |
|---|---|---|
| Specifies | Dimensions of HR round/square bar (structural/general) | Scope |
| Quality is separate | IS 2062 / IS 1977 (this is geometry only) | Critical |
| NOT reinforcement | Rebar = IS 1786 (deformed, property-guaranteed) | Critical |
| Design | To standard sizes (rollable/available/economical) | Rule |
| Tolerance | Thin-side bar = reduced section (+ IS 1852 tolerances) | Caution |
| Verify | Delivered size vs tolerance + quality certificate | Procedure |
BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.
IS 1732:1989 specifies the dimensions for hot-rolled round and square steel bars for structural and general engineering purposes — the standard cross-sectional sizes and tolerances of plain round/square bars used as members, ties, anchors, brackets, gratings, fabricated components and stock material. It is a dimensional standard; the steel *quality/strength* is IS 2062/IS 1977, and *reinforcing* bars are IS 1786.
It sits in the steel-materials stack:
IS 1732 fixes the preferred range of round diameters and square sizes and their dimensional/section tolerances, which matters for three reasons:
The engineering point: it is a dimensional/availability standard — design to standard sizes for economy and supply, take section properties from the standard size (allowing for tolerance and the IS 1852 rolling tolerances), and never confuse general round/square bar (quality per IS 2062/IS 1977) with IS 1786 reinforcement.
Scenario: a fabricated tie/anchor/bracket using round or square bar.
Step 1 — design size: from the IS 800 demand pick a standard IS 1732 round/square size (don't design a non-standard section that can't be rolled/sourced).
Step 2 — specify quality separately: the steel quality/strength per IS 2062 (structural) or IS 1977 (ordinary) — IS 1732 gives geometry only.
Step 3 — section properties: take area/mass/section modulus from the standard size, allowing for the dimensional + IS 1852 rolling tolerances (thin-side bar = slightly less section).
Step 4 — not reinforcement: if it is concrete reinforcement, it must be IS 1786 deformed bar — not a plain IS 1732 bar.
Step 5 — verify on delivery: size within tolerance + the quality certificate.
Standard size + correct quality spec + tolerance awareness = an available, fabricable member of known section.
1. Confusing it with reinforcement bar. IS 1786 governs deformed reinforcing bars (with property guarantees) — a plain IS 1732 bar is not a substitute in RCC.
2. Treating dimensions as a quality spec. IS 1732 is geometry only — strength/quality is IS 2062/IS 1977.
3. Designing non-standard sizes. Off-standard bar may be unrollable/unavailable and uneconomical.
4. Ignoring tolerance in section properties. A thin-side bar has reduced area/mass — allow for dimensional + IS 1852 tolerances on critical members.
5. No size verification. Check delivered size against tolerance — under-size bar is lost section.
IS 1732 is reaffirmed and is a dimensional/availability standard whose practical value is twofold: design to its standard round/square sizes so the bar is rollable, available and economically fabricable; and never confuse it with reinforcement — concrete reinforcing bars are IS 1786 (deformed, property-guaranteed), while IS 1732 plain bars are general/structural stock whose strength/quality is specified separately via IS 2062/IS 1977. The recurring errors are category confusion (plain bar where rebar is required) and treating a dimensional standard as if it conferred strength. Specify standard size + explicit quality + tolerance awareness (with the IS 1852 rolling tolerances on critical members), and the member is available, fabricable and of known section.
| Parameter | IS Value | International | Source |
|---|---|---|---|
| Nominal Diameter Range (Round Bars) | 5 mm to 250 mm | 5 mm to 250 mm | EN 10060:2003 |
| Nominal Size Range (Square Bars) | 5 mm to 125 mm | 8 mm to 150 mm | EN 10059:2003 |
| Dimensional Tolerance (40 mm Round Bar) | ±0.50 mm (Normal Class) | ±0.5 mm | EN 10060:2003 |
| Dimensional Tolerance (40 mm Square Bar) | ±0.60 mm (Normal Class) | ±0.6 mm | EN 10059:2003 |
| Out-of-Round Tolerance | Shall not exceed 75% of the total dimensional tolerance. | Shall not exceed 75% of the specified tolerance on diameter. | EN 10060:2003 |
| Straightness Tolerance (Default) | Max 6 mm deviation per 1 metre length. | Max 0.25% of length L (for bars > 25mm), which equals 2.5 mm per 1 metre length. | EN 10060:2003 |
| Mass Tolerance (Batch) | ±5% for a batch of not less than 10 tonnes. | For lots of bars, permissible variation from theoretical mass shall not be more than 2.5% underweight. | ASTM A6/A6M-23 |
| Standard Density of Steel | 7.85 g/cm³ | 490 lb/ft³ (equivalent to 7.85 g/cm³) | ASTM A6/A6M-23 |