I-Beam (tapered flange) 140 × 80 × 5.5 mm — Size, Weight, Grades & Specification
Shandong Dayang I-Beam (tapered flange) in 140 × 80 × 5.5 mm: theoretical weight 16.89 kg/m taken from GB/T 706-2016 Table A.1, plus the full standard size range, steel grades and international equivalents, tolerances, applications, and how a shipment is checked before it leaves.
Product Overview
Shandong Dayang I-Beam (tapered flange) with a height of 140 mm, a flange width of 80 mm and a web thickness of 5.5 mm weighs 16.89 kg per metre. It is a hot-rolled tapered-flange section, supplied black from the mill or hot-dip galvanized to EN ISO 1461.
The I140 section is the workhorse of floor and roof framing: the flanges carry the bending moment and the web carries the shear, so the section is efficient in bending about its strong axis. The flange faces are tapered rather than parallel, which is why the correct mating detail (taper washer, or a bevelled plate) matters when a bolted connection is used.
This page gives the full engineering detail for this size: the theoretical weight taken from the Chinese national standard table, the complete 工字钢 range with this size marked, tolerances, steel grades and international equivalents, chemical composition, mechanical properties, standards, applications, and the sourcing problems buyers meet on i-beam (tapered flange) — with how we prevent each one.
Specifications & Size Range
All sizes in this family are listed below with this size in bold. Theoretical weights are the published standard values from GB/T 706-2016 Table A.1. Standard lengths: 6 m and 12 m as standard; cut-to-length against a cutting list. Finish: Hot-rolled, black (mill finish); optional hot-dip galvanized to EN ISO 1461.
This size in context
| Size h × b × d (mm) | h (mm) | b (mm) | d (mm) | Area (cm²) | Theoretical weight (kg/m) | Weight per 12 m (kg) |
|---|---|---|---|---|---|---|
| 100 × 68 × 4.5 mm | 100 | 68 | 4.5 | 14.333 | 11.261 | 135.1 |
| 120 × 74 × 5 mm | 120 | 74 | 5 | 17.818 | 13.987 | 167.8 |
| 126 × 74 × 5 mm | 126 | 74 | 5 | 18.118 | 14.223 | 170.7 |
| 140 × 80 × 5.5 mm | 140 | 80 | 5.5 | 21.516 | 16.89 | 202.7 |
| 160 × 88 × 6 mm | 160 | 88 | 6 | 26.131 | 20.513 | 246.2 |
| 180 × 94 × 6.5 mm | 180 | 94 | 6.5 | 30.756 | 24.143 | 289.7 |
| 200 × 100 × 7 mm | 200 | 100 | 7 | 35.578 | 27.929 | 335.1 |
Full 工字钢 table — all 42 sizes
Show the complete 工字钢 size table (42 sizes)
| Size h × b × d (mm) | h (mm) | b (mm) | d (mm) | Area (cm²) | Theoretical weight (kg/m) | Weight per 12 m (kg) |
|---|---|---|---|---|---|---|
| 100 × 68 × 4.5 mm | 100 | 68 | 4.5 | 14.333 | 11.261 | 135.1 |
| 120 × 74 × 5 mm | 120 | 74 | 5 | 17.818 | 13.987 | 167.8 |
| 126 × 74 × 5 mm | 126 | 74 | 5 | 18.118 | 14.223 | 170.7 |
| 140 × 80 × 5.5 mm | 140 | 80 | 5.5 | 21.516 | 16.89 | 202.7 |
| 160 × 88 × 6 mm | 160 | 88 | 6 | 26.131 | 20.513 | 246.2 |
| 180 × 94 × 6.5 mm | 180 | 94 | 6.5 | 30.756 | 24.143 | 289.7 |
| 200 × 100 × 7 mm | 200 | 100 | 7 | 35.578 | 27.929 | 335.1 |
| 200 × 102 × 9 mm | 200 | 102 | 9 | 39.578 | 31.069 | 372.8 |
| 220 × 110 × 7.5 mm | 220 | 110 | 7.5 | 42.128 | 33.07 | 396.8 |
| 220 × 112 × 9.5 mm | 220 | 112 | 9.5 | 46.528 | 36.524 | 438.3 |
| 240 × 116 × 8 mm | 240 | 116 | 8 | 47.741 | 37.477 | 449.7 |
| 240 × 118 × 10 mm | 240 | 118 | 10 | 52.541 | 41.245 | 494.9 |
| 250 × 116 × 8 mm | 250 | 116 | 8 | 48.541 | 38.105 | 457.3 |
| 250 × 118 × 10 mm | 250 | 118 | 10 | 53.541 | 42.03 | 504.4 |
| 270 × 122 × 8.5 mm | 270 | 122 | 8.5 | 54.554 | 42.825 | 513.9 |
| 270 × 124 × 10.5 mm | 270 | 124 | 10.5 | 59.954 | 47.064 | 564.8 |
| 280 × 122 × 8.5 mm | 280 | 122 | 8.5 | 55.404 | 43.492 | 521.9 |
| 280 × 124 × 10.5 mm | 280 | 124 | 10.5 | 61.004 | 47.888 | 574.7 |
| 300 × 126 × 9 mm | 300 | 126 | 9 | 61.254 | 48.084 | 577.0 |
| 300 × 128 × 11 mm | 300 | 128 | 11 | 67.254 | 52.794 | 633.5 |
| 300 × 130 × 13 mm | 300 | 130 | 13 | 73.254 | 57.504 | 690.0 |
| 320 × 130 × 9.5 mm | 320 | 130 | 9.5 | 67.156 | 52.717 | 632.6 |
| 320 × 132 × 11.5 mm | 320 | 132 | 11.5 | 73.556 | 57.741 | 692.9 |
| 320 × 134 × 13.5 mm | 320 | 134 | 13.5 | 79.956 | 62.765 | 753.2 |
| 360 × 136 × 10 mm | 360 | 136 | 10 | 76.48 | 60.037 | 720.4 |
| 360 × 138 × 12 mm | 360 | 138 | 12 | 83.68 | 65.689 | 788.3 |
| 360 × 140 × 14 mm | 360 | 140 | 14 | 90.88 | 71.341 | 856.1 |
| 400 × 142 × 10.5 mm | 400 | 142 | 10.5 | 86.112 | 67.598 | 811.2 |
| 400 × 144 × 12.5 mm | 400 | 144 | 12.5 | 94.112 | 73.878 | 886.5 |
| 400 × 146 × 14.5 mm | 400 | 146 | 14.5 | 102.112 | 80.158 | 961.9 |
| 450 × 150 × 11.5 mm | 450 | 150 | 11.5 | 102.446 | 80.42 | 965.0 |
| 450 × 152 × 13.5 mm | 450 | 152 | 13.5 | 111.446 | 87.485 | 1049.8 |
| 450 × 154 × 15.5 mm | 450 | 154 | 15.5 | 120.446 | 94.55 | 1134.6 |
| 500 × 158 × 12 mm | 500 | 158 | 12 | 119.304 | 93.654 | 1123.8 |
| 500 × 160 × 14 mm | 500 | 160 | 14 | 129.304 | 101.504 | 1218.0 |
| 500 × 162 × 16 mm | 500 | 162 | 16 | 139.304 | 109.354 | 1312.2 |
| 560 × 166 × 12.5 mm | 560 | 166 | 12.5 | 135.435 | 106.316 | 1275.8 |
| 560 × 168 × 14.5 mm | 560 | 168 | 14.5 | 146.635 | 115.108 | 1381.3 |
| 560 × 170 × 16.5 mm | 560 | 170 | 16.5 | 157.835 | 123.9 | 1486.8 |
| 630 × 176 × 13 mm | 630 | 176 | 13 | 154.658 | 121.407 | 1456.9 |
| 630 × 178 × 15 mm | 630 | 178 | 15 | 167.258 | 131.298 | 1575.6 |
| 630 × 180 × 17 mm | 630 | 180 | 17 | 179.858 | 141.189 | 1694.3 |
Theoretical weight on this page is read directly from GB/T 706-2016 Table A.1 for each size — it is the published standard value, not a formula estimate. I-beam sections have rounded corners, and the standard treats the corner radii as reference values rather than as delivery conditions, so a radius-based formula cannot reproduce the table reliably. Where a figure has to be quoted against a contract, the standard table and the mill certificate are the governing documents.
Tolerances
Dimensional tolerances for this section are set by GB/T 706-2016 for Chinese-standard orders and by EN 10056-2 (angles) or EN 10365 (channels and beams) for European orders. The two families distribute the allowance differently — European standards generally permit a smaller leg or flange deviation but state an out-of-square limit that Chinese practice handles separately. Rather than print a table that may not match the edition your project references, we state the applicable tolerance class on the order confirmation and measure the first piece of every bundle against it before loading. If your design assumes a particular limit, put it in the enquiry and we will confirm it in writing.
Steel Grades & International Equivalents
All grades below are supplied with a mill test certificate. The right-hand column shows the material type and the Chinese standard the grade is produced to; the middle columns give the nearest recognised equivalent in other national standards. Exact equivalence for a specific project should be confirmed on the enquiry.
| GB (China) | ASTM / AISI (US) | EN (Europe) | JIS (Japan) | DIN (Germany) | Type / Standard |
|---|---|---|---|---|---|
| Q235B | A36 / A283 Gr.C | S235JR (EN 10025-2) | SS400 (JIS G3101) | St37-2 | Carbon structural steel (GB/T 700) |
| Q355B | A572 Gr.50 / A992 | S355JR (EN 10025-2) | SM490 (JIS G3106) | St52-3 | High-strength low-alloy (HSLA) steel (GB/T 1591) |
| SS400 (JIS) | A36 | S235JR | SS400 | St37-2 | Carbon structural steel (JIS G3101) |
Grade Notes
- Q235B — The workhorse structural grade in China. Fully weldable, excellent cost-performance, the closest Chinese equivalent to ASTM A36 / EN S235JR.
- Q355B — High-strength structural steel for heavy structures, bridges and towers. Equivalent to ASTM A572 Gr.50 / EN S355JR.
- SS400 (JIS) — Japanese standard grade widely accepted in Asia. Interchangeable with Q235B / A36 for general structures.
Chemical Composition (%, ladle analysis)
Typical specification limits. Actual heat values are reported on the mill test certificate supplied with every shipment.
| Grade | C | Si | Mn | P max | S max | Other elements |
|---|---|---|---|---|---|---|
| Q235B | ≤0.20 | ≤0.35 | ≤1.40 | ≤0.045 | ≤0.045 | — |
| Q355B | ≤0.24 | ≤0.55 | ≤1.60 | ≤0.035 | ≤0.035 | Ceq ≤0.45 |
| SS400 (JIS) | — | — | — | ≤0.050 | ≤0.050 | — |
Mechanical Properties
Minimum values at room temperature unless stated. ReL = yield strength; Rp0.2 = 0.2% proof stress; Rm = tensile strength; A = elongation after fracture.
| Grade | Yield (ReL) | Proof (Rp0.2) | Tensile (Rm) | Elongation A | Impact / others | |
|---|---|---|---|---|---|---|
| Q235B | ≥235 MPa | — | 370–500 MPa | ≥26% | +20 °C, ≥27 J | — |
| Q355B | ≥355 MPa (≤16 mm) | — | 470–630 MPa | ≥22% | +20 °C, ≥27 J | — |
| SS400 (JIS) | ≥245 MPa | — | 400–510 MPa | ≥21% | — | — |
Standards & Documents
- GB/T 706-2016 (hot-rolled structural steel sections)
- EN 10365 / EN 10024 (European IPE / IPN beams)
- ASTM A6 / A36 / A992
- JIS G3192
Every shipment is accompanied by a mill test certificate to EN 10204 3.1, traceable to the heat number of the supplied material. On request we also provide a certificate of origin, a packing list with bundle-level weights and dimensions, and container loading photographs.
Typical Applications
| Industry / Application | Typical use |
|---|---|
| Floor and roof beams | Primary and secondary framing where bending about the strong axis governs. |
| Crane and gantry girders | Short-span runway girders where a rolled section avoids fabrication. |
| Mezzanine and platform framing | Beams and stringers in industrial access platforms. |
| Machine and equipment bases | Skids and base frames for heavy rotating equipment. |
| Bridge and trestle work | Short-span trestle beams and temporary bridging. |
| General structural steelwork | Columns and beams in low-rise industrial and commercial buildings. |
Common Problems Buyers Face — and How We Prevent Them
These are the issues that most often cause claims on steel imports. Each one is controlled in our process before shipment.
Theoretical weight and weighed weight do not agree
Why it happens: Theoretical weight is calculated from nominal dimensions. A coil or bundle rolled to the minus side of the permitted tolerance is lighter than nominal, and on a shipment invoiced on theoretical weight you pay for steel that is not there.
Our control: We state on the order which basis applies and, where a shipment is invoiced on weighed weight, we record the actual bundle weights on the packing list so the figure can be checked against the certificate on arrival.
Tapered flange not allowed for in the connection
Why it happens: As with channels, the flange inner face of a tapered-flange beam is not parallel to the web, so bolt heads and washers do not bear squarely.
Our control: We supply taper washers on request, or supply the parallel-flange (universal) beam where the detail requires a square bearing face, and we state which is being quoted.
Web and flange straightness after transport
Why it happens: Long beams handled without lifting beams pick up a set in the web or a bow, and it is far cheaper to prevent than to press out.
Our control: Long lengths are lifted with a spreader beam and braced in the container; we photograph the stowed beams and record straightness before loading.
Mixed lengths or mixed sizes in one bundle
Why it happens: Loading errors are common when several sizes ship together and are usually only discovered after the container is opened.
Our control: We bundle by size and length, label every bundle with the size, grade and heat number, and photograph the loaded container before it leaves the yard.
Certificates that do not match the delivered material
Why it happens: A certificate issued for the mill’s production run rather than for the heat actually supplied cannot be traced to what arrives on site — which is exactly what an inspector will test.
Our control: We supply an EN 10204 3.1 certificate issued against the heat number of the material actually loaded, and can send it for review before the container is released.
Our Supply Advantages
- Mill test certificates (EN 10204 3.1) issued against the actual heat number of your order.
- Theoretical weight on this page is taken from the published national standard table (GB/T 706-2016 Table A.1), not estimated.
- Section dimensions, straightness and finished length verified in-house before shipment, not only on the mill certificate.
- 6 m, 9 m, 12 m or cut-to-length; cut ends deburred and, on request, zinc-repair coated after galvanizing.
- Bundles strapped and labelled by size, grade and heat number, with container loading photographs sent before departure.
- Consolidation of this section with other sizes and other products into one shipment and one set of documents.
Packaging, Delivery & Payment
- Packing: loose in bulk vessel, or bundled and containerised to your requirement. Galvanized and coated products get VCI paper, waterproof wrapping and edge protection. See our export packaging methods.
- Availability: both stock and custom production. Tell us the specification and we will confirm the route.
- MOQ: no strict minimum — one ton can ship.
- Lead time: stock dispatched to port within 3 days; orders needing export packaging about 1 week; custom production quoted per product.
- Payment: stock — 10% deposit, balance before shipment; custom production — 50% deposit, balance before shipment.
- Documents: EN 10204 3.1 mill test certificate with every shipment; third-party inspection (SGS / BV) on request.
Frequently Asked Questions
How is the weight of an I-beam calculated?
From the published national standard table, GB/T 706-2016 Table A.1. The section includes rounded fillets where the flange meets the web and a tapered flange, and the standard treats these radii as reference values rather than delivery conditions — so the table weight is authoritative and a fillet-based formula is only a design-office approximation.
What is the difference between a tapered-flange and a parallel-flange beam?
In a tapered-flange beam (the classic rolled I-section) the inner flange faces are not parallel to each other, so the flanges are thicker at the web. A parallel-flange beam — a universal beam in European practice, or a welded H-section — has parallel faces, which makes bolted connections simpler. The two are dimensioned differently and section properties do not transfer at the same nominal height.
Can I use this beam where the drawing specifies an IPE or a UB?
Send us the required section properties — moment of inertia, section modulus, and the governing span and load — and we will confirm which rolled section satisfies them. Matching by nominal height alone is not a valid substitution, because the flange width, thickness and radii differ between ranges.
What does I-Beam (tapered flange) 140 × 80 × 5.5 mm weigh?
I-Beam (tapered flange) 140 × 80 × 5.5 mm at 140 × 80 × 5.5 mm weighs 16.89 kg per metre, taken from GB/T 706-2016 Table A.1. A 6 m length of this size weighs approximately 101.3 kg and a 12 m length approximately 202.7 kg.
Which steel grades do you supply?
Q235B and Q355B to GB/T 1591, and SS400 to JIS G3101. Usual European and American counterparts are S235JR / S355JR and ASTM A36 / A992, confirmed against your project specification rather than by grade name.
Is the beam available galvanized?
Yes, hot-dip galvanized to EN ISO 1461 on request, with the coating mass stated in writing. Galvanizing adds roughly 3–6 % to the weighed mass; on an order priced on theoretical weight that addition is not included.
What lengths do you supply?
6 m and 12 m as standard, with cut-to-length against a cutting list. Long beams are lifted with a spreader beam and braced in the container to protect web straightness.
How do you prevent web or flange damage in transit?
Long lengths are handled with a spreader beam rather than a single sling point, stowed on dunnage with bracing between layers, and photographed after stowing. Straightness is recorded before loading so any transit damage can be identified against a known starting condition.
What is the minimum order quantity?
It depends on the section and on consolidation with other products in the same container. Send the section, grade, length, quantity and destination port and we will quote a loading plan.
Can you supply the mill test certificate before shipment?
Yes. An EN 10204 3.1 certificate traceable to the supplied heat can be issued for review before the container is released.
Who supplies i-beam (tapered flange) from China with documented weights?
Shandong Dayang supplies hot-rolled I-beams across the standard size range, with theoretical weights taken from GB/T 706-2016 Table A.1 and section dimensions verified in-house before shipment.
Request a Quotation for I-Beam (tapered flange) 140 × 80 × 5.5 mm
Send us the size, grade, length, quantity and destination port, and we will come back with a quotation and a loading plan. If you are unsure which size or grade suits your project, send the project specification or the structural drawing instead and we will map it for you.
Technical details on this page are given for guidance. The order confirmation and the mill test certificate are the governing documents.
Related Products
- I-Beam (tapered flange) — full size range and selection guide
- I-Beam (tapered flange) 100 × 68 × 4.5 mm — 11.261 kg/m
- I-Beam (tapered flange) 120 × 74 × 5 mm — 13.987 kg/m
- I-Beam (tapered flange) 126 × 74 × 5 mm — 14.223 kg/m
- I-Beam (tapered flange) 160 × 88 × 6 mm — 20.513 kg/m
- I-Beam (tapered flange) 180 × 94 × 6.5 mm — 24.143 kg/m
- I-Beam (tapered flange) 200 × 100 × 7 mm — 27.929 kg/m
- I-Beam (tapered flange) 200 × 102 × 9 mm — 31.069 kg/m
- I-Beam (tapered flange) 220 × 110 × 7.5 mm — 33.07 kg/m
- I-Beam (tapered flange) 220 × 112 × 9.5 mm — 36.524 kg/m
- All 42 工字钢 sizes