prEN 10365

SLOVENSKI STANDARD
01-julij-2025
Vroče valjani jekleni profili I in H - Mere in mase
Hot rolled steel channels, I and H sections - Dimensions and masses
Warmgewalzter U-Profilstahl, I- und H-Träger - Maße und Masse
Profilés en U en aciers laminés à chaud, poutrelles I et H - Dimensions et masses
Ta slovenski standard je istoveten z: prEN 10365
ICS:
77.140.70 Jekleni profili Steel profiles
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

DRAFT
EUROPEAN STANDARD
NORME EUROPÉENNE
EUROPÄISCHE NORM
May 2025
ICS 77.140.70 Will supersede EN 10365:2017
English Version
Hot rolled steel channels, I and H sections - Dimensions
and masses
Profilés en U en aciers laminés à chaud, poutrelles I et Warmgewalzter U-Profilstahl, I- und H-Träger - Maße
H - Dimensions et masses und Masse
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 459/SC 3.
If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations
which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.

This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other
language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC
Management Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.

EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2025 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 10365:2025 E
worldwide for CEN national Members.

Contents Page
European foreword . 3
1 Scope . 4
2 Normative references . 4
3 Terms and definitions . 5
4 Designation . 5
5 Dimensions and masses . 5
6 Tolerances on dimensions, shape and mass . 7
7 Material . 7
Annex A (informative) Formulae for the calculation of sectional properties . 33
Annex B (informative) Comparison of symbols used in EN 10024, EN 10034 and EN 10279
with those in this standard and EN 1993-1-1 . 40
Bibliography . 41

European foreword
This document (prEN 10365:2025) has been prepared by Technical Committee CEN/TC 459/SC 3
“Structural steels other than reinforcements”, the secretariat of which is held by DIN.
This document is currently submitted to the CEN Enquiry.
This document will supersede EN 10365:2017.
In comparison to the previous edition, following technical modifications have been made:
— addition of divers new dimensions;
— addition of Annex A with formulae for static values;
— editorial update.
1 Scope
This document specifies the nominal dimensions and masses of the hot rolled steel channels, I and H
sections.
The following shapes are covered by this document:
Sections:
— parallel flange I sections IPE;
— parallel wide flange beams HE;
— parallel extra wide flange beams HL and HLZ;
— parallel wide flange columns HD;
— parallel wide flange bearing piles HP and UBP;
— parallel flange universal beams UB;
— parallel flange universal columns UC;
— taper flange I sections IPN and J.
Channels:
— parallel flange channels UPE and PFC;
— taper flange channels UPN, U and CH.
These requirements do not apply to hot rolled steel channels, I- and H- sections from stainless steel.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
EN 10024, Hot rolled taper flange I sections - Tolerances on shape and dimensions
EN 10025-2, Hot rolled products of structural steels - Part 2: Technical delivery conditions for non-alloy
structural steels
EN 10025-3, Hot rolled products of structural steels - Part 3: Technical delivery conditions for
normalized/normalized rolled weldable fine grain structural steels
EN 10025-4, Hot rolled products of structural steels - Part 4: Technical delivery conditions for
thermomechanical rolled weldable fine grain structural steels
EN 10025-5, Hot rolled products of structural steels - Part 5: Technical delivery conditions for structural
steels with improved atmospheric corrosion resistance
EN 10034, Structural steel I and H sections - Tolerances on shape and dimensions
EN 10079, Definition of steel products
EN 10279, Hot rolled steel channels - Tolerances on shape, dimensions and mass
3 Terms and definitions
For the purposes of this document, the terms and definitions given in EN 10079 apply.
ISO and IEC maintain terminology databases for use in standardization at the following addresses:
— ISO Online browsing platform: available at https://www.iso.org/obp/
— IEC Electropedia: available at https://www.electropedia.org/
4 Designation
A section shall be designated according to Tables 1 to 15.
This form of designation shall be used in any enquiry and order.
5 Dimensions and masses
Hot rolled steel channels, I and H sections complying with this document shall be manufactured with
the specified dimensions given in the Table 1 to 15 and according to Figures 1 to 4 below.
Radii of fillets and toes of shape profiles vary with individual manufacturers and therefore are not
specified. Radii given by the manufacturer or fixed otherwise, are only for the calculation of the nominal
sectional properties and cannot be used for any other purpose.
The masses per unit length specified in Tables 1 to 15 were calculated on the basis of a density of
7850 kg/m .
Figure 1 — IPE, HE, HL, HD, HP, UBP, UB and UC parallel flange sections
Figure 2 — Taper flange I sections IPN, J and extra wide flange beams HLZ

Figure 3 — Parallel flange channels UPE and PFC
Key
for UPN-channels:
h ≤ 300 mm taper flange angle α = 8 % and b1 = b/2
h> 300 mm taper flange angle α = 5 % and b1 = (b-
t )/2
w
for CH- and U-channels: b = b/2
Figure 4 — Taper flange channels UPN, U and CH
6 Tolerances on dimensions, shape and mass
Tolerances on dimensions, shape and mass shall be as given in EN 10034 for I (parallel flanges) and H
sections.
Tolerances on dimensions, shape and mass shall be as given in EN 10024 for taper flange I sections.
Tolerances on dimensions, shape and mass shall be as given in EN 10279 for channels.
Tolerances for shapes not included in the mentioned standards shall be as agreed upon between the
manufacturer and the purchaser.
7 Material
Sections and channels shall preferably be made from steel of a grade as specified in, EN 10025-2,
EN 10025-3, EN 10025-4 and EN 10025-5. Other steel grades as specified in EN 10225-2, EN 10028-2
and EN 10273 may also be used for specific applications.
The desired steel grade shall be specified at the time of ordering.

Table 1 — Parallel flange I sections IPE
Designation  Dimensions
M h b tw tf A
kg/m mm mm mm mm cm
IPE AA 80 4,9 78,0 46,0 3,2 4,2 6,3
IPE A 80 5,0 78,0 46,0 3,3 4,2 6,4
IPE 80 6,0 80,0 46,0 3,8 5,2 7,6
IPE AA 100 6,7 97,6 55,0 3,6 4,5 8,6
IPE A 100 6,9 98,0 55,0 3,6 4,7 8,8
IPE 100 8,1 100,0 55,0 4,1 5,7 10,3
IPE AA 120 8,4 117,0 64,0 3,8 4,8 10,7
IPE A 120 8,7 117,6 64,0 3,8 5,1 11,0
IPE 120 10,4 120,0 64,0 4,4 6,3 13,2
IPE AA 140 10,1 136,6 73,0 3,8 5,2 12,8
IPE A 140 10,5 137,4 73,0 3,8 5,6 13,4
IPE 140 12,9 140,0 73,0 4,7 6,9 16,4
IPE AA 160 12,3 156,4 82,0 4,0 5,6 15,7
IPE A 160 12,7 157,0 82,0 4,0 5,9 16,2
IPE 160 15,8 160,0 82,0 5,0 7,4 20,1
IPE AA 180 14,9 176,4 91,0 4,3 6,2 19,0
IPE A 180 15,4 177,0 91,0 4,3 6,5 19,6
IPE 180 18,8 180,0 91,0 5,3 8,0 23,9
IPE O 180 21,3 182,0 92,0 6,0 9,0 27,1
IPE AA 200 18,0 196,4 100,0 4,5 6,7 22,9
IPE A 200 18,4 197,0 100,0 4,5 7,0 23,5
IPE 200 22,4 200,0 100,0 5,6 8,5 28,5
IPE O 200 25,1 202,0 102,0 6,2 9,5 32,0
IPE AA 220 21,2 216,4 110,0 4,7 7,4 27,0
IPE A 220 22,2 217,0 110,0 5,0 7,7 28,3
IPE 220 26,2 220,0 110,0 5,9 9,2 33,4
IPE O 220 29,4 222,0 112,0 6,6 10,2 37,4
IPE AA 240 24,9 236,4 120,0 4,8 8,0 31,7
IPE A 240 26,2 237,0 120,0 5,2 8,3 33,3
IPE 240 30,7 240,0 120,0 6,2 9,8 39,1
IPE O 240 34,3 242,0 122,0 7,0 10,8 43,7
IPE A 270 30,7 267,0 135,0 5,5 8,7 39,2
IPE 270 36,1 270,0 135,0 6,6 10,2 45,9
IPE O 270 42,3 274,0 136,0 7,5 12,2 53,8
IPE A 300 36,5 297,0 150,0 6,1 9,2 46,5
IPE 300 42,2 300,0 150,0 7,1 10,7 53,8
Designation  Dimensions
M h b tw tf A
kg/m mm mm mm mm cm
IPE O 300 49,3 304,0 152,0 8,0 12,7 62,8
IPE A 330 43,0 327,0 160,0 6,5 10,0 54,7
IPE 330 49,1 330,0 160,0 7,5 11,5 62,6
IPE O 330 57,0 334,0 162,0 8,5 13,5 72,6
IPE AA 360 47,0 356,4 170,0 6,0 10,9 59,9
IPE A 360 50,2 357,6 170,0 6,6 11,5 64,0
IPE 360 57,1 360,0 170,0 8,0 12,7 72,7
IPE O 360 66,0 364,0 172,0 9,2 14,7 84,1
IPE AA 400 53,4 395,6 180,0 6,3 11,3 68,0
IPE A 400 57,4 397,0 180,0 7,0 12,0 73,1
IPE 400 66,3 400,0 180,0 8,6 13,5 84,5
IPE O 400 75,7 404,0 182,0 9,7 15,5 96,4
IPE V 400 84,0 408,0 182,0 10,6 17,5 107,0
IPE AA 450 62,1 445,4 190,0 6,8 12,3 79,1
IPE A 450 67,2 447,0 190,0 7,6 13,1 85,6
IPE 450 77,6 450,0 190,0 9,4 14,6 98,8
IPE O 450 92,4 456,0 192,0 11,0 17,6 117,7
IPE V 450 107 460,0 194,0 12,4 19,6 132,0
IPE AA 500 73,2 495,2 200,0 7,5 13,6 93,3
IPE A 500 79,4 497,0 200,0 8,4 14,5 101,1
IPE 500 90,7 500,0 200,0 10,2 16,0 115,5
IPE O 500 107 506,0 202,0 12,0 19,0 136,7
IPE V 500 129 514,0 204,0 14,2 23,0 164,1
IPE AA 550 79,5 541,0 210,0 8,5 12,5 101,3
IPE A 550 92,1 547,0 210,0 9,0 15,7 117,3
IPE 550 106 550,0 210,0 11,1 17,2 134,4
IPE O 550 123 556,0 212,0 12,7 20,2 156,1
IPE V 550 159 566,0 216,0 17,1 25,2 202,0
IPE A 600 108 597,0 220,0 9,8 17,5 137,0
IPE 600 122 600,0 220,0 12,0 19,0 156,0
IPE O 600 154 610,0 224,0 15,0 24,0 196,8
IPE V 600 184 618,0 228,0 18,0 28,0 233,8
IPE 750 × 134 134 750,0 264,0 12,0 15,5 170,6
IPE 750 × 147 147 753,0 265,0 13,2 17,0 187,5
IPE 750 × 173 173 762,0 267,0 14,4 21,6 221,3
IPE 750 × 196 196 770,0 268,0 15,6 25,4 250,8
IPE 750 × 220 220 779,0 266,0 16,5 30,0 280,7
Table 2 — Wide flange beams HE
Designation  Dimensions
M h b tw tf A
kg/m mm mm mm mm cm
HE 100 AA 12,2 91,0 100,0 4,2 5,5 15,6
HE 100 A 16,7 96,0 100,0 5,0 8,0 21,2
HE 100 B 20,4 100,0 100,0 6,0 10,0 26,0
HE 100 C 30,9 110,0 103,0 9,0 15,0 39,3
HE 100 M 41,8 120,0 106,0 12,0 20,0 53,2
HE 120 AA 14,6 109,0 120,0 4,2 5,5 18,6
HE 120 A 19,9 114,0 120,0 5,0 8,0 25,3
HE 120 B 26,7 120,0 120,0 6,5 11,0 34,0
HE 120 C 39,2 130,0 123,0 9,5 16,0 49,9
HE 120 M 52,1 140,0 126,0 12,5 21,0 66,4
HE 140 AA 18,1 128,0 140,0 4,3 6,0 23,0
HE 140 A 24,7 133,0 140,0 5,5 8,5 31,4
HE 140 B 33,7 140,0 140,0 7,0 12,0 43,0
HE 140 C 48,2 150,0 143,0 10,0 17,0 61,5
HE 140 M 63,2 160,0 146,0 13,0 22,0 80,6
HE 160 AA 23,8 148,0 160,0 4,5 7,0 30,4
HE 160 A 30,4 152,0 160,0 6,0 9,0 38,8
HE 160 B 42,6 160,0 160,0 8,0 13,0 54,3
HE 160 C 59,2 170,0 163,0 11,0 18,0 75,4
HE 160 M 76,2 180,0 166,0 14,0 23,0 97,1
HE 180 AA 28,7 167,0 180,0 5,0 7,5 36,5
HE 180 A 35,5 171,0 180,0 6,0 9,5 45,3
HE 180 B 51,2 180,0 180,0 8,5 14,0 65,3
HE 180 C 69,8 190,0 183,0 11,5 19,0 89,0
HE 180 M 88,9 200,0 186,0 14,5 24,0 113,3
HE 200 AA 34,6 186,0 200,0 5,5 8,0 44,1
HE 200 A 42,3 190,0 200,0 6,5 10,0 53,8
HE 200 B 61,3 200,0 200,0 9,0 15,0 78,1
HE 200 C 81,9 210,0 203,0 12,0 20,0 104,4
HE 200 M 103 220,0 206,0 15,0 25,0 131,3
HE 220 AA 40,4 205,0 220,0 6,0 8
...