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Rolled Metal Handbook: Sections, Mass of 1 m, Metres per Tonne

Structural Steel Grades: С245, С345, 09Г2С — Yield and Tensile Strength

The tables list steel grades for building steel structures to GOST 27772-88: minimum yield strength, tensile strength and elongation by rolled thickness, and how the new grades correspond to former designations such as Ст3пс5 and 09Г2С. GOST 27772-88 was withdrawn and replaced by DSTU 8539:2015. The values in the tables come from the former GOST: check them against DSTU 8539:2015 before calculating.

What the designation С245, С345 means

A grade consists of the letter С and a number. The number equals the minimum yield strength in N/mm² for the thinnest rolled product of that grade: 245 for С245, 345 for С345. The larger the number, the stronger the steel. The minimum values fall with thickness, as the tables below show.

Former designations, such as Ст3пс5 or 09Г2С, are still found in drawings and price lists. The first table shows how the new grades correspond to the old ones.

Steel grades and former designations · ГОСТ 27772-88 (former; current DSTU 8539:2015)

GradeFormer designationFormer steel standard
С235Ст3кп2ГОСТ 380-88, ГОСТ 535-88
С245Ст3пс5ГОСТ 380-88, ГОСТ 535-88
С245Ст3сп5ГОСТ 380-88, ГОСТ 535-88
С255Ст3Гпс, Ст3ГспГОСТ 380-88
С275Ст3псГОСТ 380-88
С285Ст3сп, Ст3Гпс, Ст3ГспГОСТ 380-88
С34512Г2С—
С34509Г2СГОСТ 19282-73
С345Д12Г2СД—
С345Д09Г2СД—
С345К10ХНДПГОСТ 19282-73
С37512Г2С—
С375Д12Г2СД—
С39014Г2АФГОСТ 19282-73
С390Д14Г2АФДГОСТ 19282-73
С390К15Г2АФДпсГОСТ 19282-73
С44016Г2АФГОСТ 19282-73
С440Д16Г2АФДГОСТ 19282-73
С59012Г2СМФ—
С590К12ГН2МФАЮ—

The “Steel standard” column is the standard for the former designation. A dash marks a standard not given in the text.

Shapes: I-beams, channels, angles

For sections the minimum mechanical properties are set by flange thickness. For grade С345 up to 10 mm the yield strength is at least 345 N/mm² and the tensile strength 490 N/mm²; for a flange over 10 to 20 mm they are 325 and 470, and over 20 to 40 mm 305 and 460.

Shapes: minimum mechanical properties by flange thickness · ГОСТ 27772-88 (former; current DSTU 8539:2015)

GradeThickness, mmYield strength σy, N/mm²Tensile strength σu, N/mm²Elongation δ5, %Bend test mandrel
С2354 to 2023536026d = a
over 20 to 4022536025d = 2a
С2454 to 2024537025d = a
over 20 to 2523537024d = 2a
over 25 to 3023537024d = 2a
С2554 to 1025538025d = a
over 10 to 2024537025d = a
over 20 to 4023537024d = 2a
С2754 to 1027539024d = a
over 10 to 2027538023d = a
С2854 to 1028540024d = a
over 10 to 2027539023d = a
С3454 to 1034549021d = 2a
over 10 to 2032547021d = 2a
over 20 to 4030546021d = 2a
С345К4 to 1034547020d = 2a
С3754 to 1037551020d = 2a
over 10 to 2035549020d = 2a
over 20 to 4033548020d = 2a

σy is the minimum yield strength, σu the minimum tensile strength, δ5 the minimum elongation, bend is the mandrel diameter d, a the specimen thickness. The values are minimums, not actual figures.

Sheet and plate

For sheet the thickness range is wider: from 2 mm, and for grade С345 up to 160 mm. The yield strength of С345 falls from 345 N/mm² for sheet up to 10 mm to 265 N/mm² for sheet 80 to 160 mm thick.

Sheet and plate: minimum mechanical properties by thickness · ГОСТ 27772-88 (former; current DSTU 8539:2015)

GradeThickness, mmYield strength σy, N/mm²Tensile strength σu, N/mm²Elongation δ5, %Bend test mandrel
С2352 to 3.923536020d = a
4 to 2023536026d = 1.5a
over 20 to 4022536026d = 2.0a
over 40 to 10021536024d = 2.0a
over 10019536024d = 2.0a
С2452 to 3.924537020d = a
4 to 1024537025d = 1.5a
over 10 to 2024537025d = 1.5a
С2552 to 3.925538020d = 1.5a
4 to 1024538025d = 1.5a
over 10 to 2024537025d = 1.5a
over 20 to 4023537025d = 2.0a
С2752 to 3.927538018d = 1.5a
4 to 1027538024d = 1.5a
over 10 to 2026537023d = 1.5a
С2852 to 3.928539017d = 1.5a
4 to 1027539024d = 1.5a
over 10 to 2026538023d = 1.5a
С3452 to 3.934549015d = 2a
4 to 1034549021d = 2a
over 10 to 2032547021d = 2a
over 20 to 4030546021d = 2a
over 40 to 6028545021d = 2a
over 60 to 8027544021d = 2a
over 80 to 16026543021d = 2a
С345К4 to 1034547020d = 2a
С3752 to 3.937551014d = 2a
4 to 1037551020d = 2a
over 10 to 2035549020d = 2a
over 20 to 4033548020d = 2a
С3904 to 5039054020d = 2a
С390К4 to 3039054019d = 2a
С4404 to 3044059020d = 2a
over 30 to 5041057020d = 2a
С59010 to 3659068514d = 3a
С590К10 to 4059068514d = 3a

The columns are the same as in the table for shapes.

How to use the tables

Find the grade, then the row for the thickness of the rolled product. The yield and tensile strengths in the standard are guaranteed minimums: the actual values of a batch may be higher, and the design resistances for a project are taken from the current design codes for steel structures.

The mass of rolled metal does not depend on the grade: it is found from the handbook tables and the metal weight calculator. The grade of steel and its requirements for an order are given in the KM and KMD drawings.

Calculator and ordering

Other sections are collected in the rolled metal handbook. If you need a structure to your drawings with a specified steel grade, send them with the request and we will price fabrication and galvanizing.

Updated:

Steel grades: frequently asked questions

What does С245 mean?

Steel for building structures with a minimum yield strength of 245 N/mm². Its former designation in the equivalence table is Ст3пс5 or Ст3сп5.

Which grade corresponds to 09Г2С?

To GOST 27772-88 steel 09Г2С corresponds to grade С345. For С345 the minimum yield strength is 345 N/mm² at a thickness up to 10 mm.

How does С345 differ from С245?

It has a higher minimum yield and tensile strength: for shapes up to 10 mm С345 gives 345 and 490 N/mm², while С245 for thicknesses of 4 to 20 mm gives 245 and 370 N/mm².

Why is the yield strength lower for thick rolled products?

That is how the standard sets the minimums: the guaranteed yield strength falls as thickness grows, for example for С345 from 345 to 305 N/mm² for a flange of 20 to 40 mm.

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