FINAL DRAFT UGANDA 
STANDARD  
      FD US EAS 134 
Second Edition 
      2013- mm- dd 
 
 Reference number  
FDUS EAS 134: 2013 
© UNBS 201 3 
  
Cold rolled steel sections  — Specification  
 FDUS EAS 134: 2013 
ii                © UNBS 2013 - All rights reserved 
 Compliance with this standard does not, of itself confer immunity from legal obligations  
A Uganda Standard does not purport to include all necessary provisions of a contract. Users are 
responsible for its correct application  
© UNBS 2013 
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilised in any 
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The Executive Director 
Uganda National Bureau of Standards 
P.O. Box 6329 
Kampala 
Uganda 
Tel: 256 41 505 995 
Fax: 256 41 286 123 
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Web: www.unbs.go.ug  
 FDUS EAS 134: 2013 
© UNBS  2013 - All rights reserved                iii National foreword 
Uganda National Bureau of Standards (UNBS) is a parastatal under the Ministry of Tourism, Trade and 
Industry established under Cap 327 , of the Laws of Uganda. UNBS is mandated to co-ordinate the elaboration 
of standards and is  
(a) a member of International Organisation for Standardisation (ISO) and  
(b) a contact point for the WHO/FAO Codex Alimentarius Commission on Food Standards, and  
(c) the National Enquiry Point on TBT/SPS Agreements of the World Trade Organisation (WTO). 
The work of preparing Uganda Standards is carried out through Technical Committees. A Technical 
Committee is established to deliberate on standards in a given field or area and consists of representatives of 
consumers, traders, academicians, manufacturers, government and other stakeholders. 
Draft Uganda Standards adopted by the Technical Committee are widely circulated to stakeholders and the 
general public for comments. The committee reviews the comments before recommending the draft standards 
for approval and declaration as Uganda Standards by the National Standards Council. 
This Final Draft Uganda Standard, FDUS EAS 1 34: 2013 , Cold rolled steel sections — Specification , is 
identical with  and has been reproduced from an East African  Standard , EAS 134: 2013,  Cold rolle d steel 
sections  — Specification , and is being proposed for adoption as a Uganda Standard.  
This standard cancels and replaces the first edition, US EAS 134:1999, which has been technically revised. 
 
Wherever the words, “ East African Standard" appear, they should be replaced by "Uganda Standard."  
   FDEAS 134: 2013 
ICS 77.140.20  
© EAC 2013                                                                                                                          Second Edition 2013 
 
FINAL DRAFT EAST AFRICAN STANDARD 
Cold rolled steel sections — Specification  
EAST AFRICAN COMMUNITY FDEAS 134: 2013 
ii © EAC 2013  – All rights reserved  
 Copyright notice 
This EAC document is copyright-protected by EAC. While the reproduction of this document by 
participants in the EAC standards development process is permitted without prior permission from EAC, 
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Requests for permission to reproduce this document for the purpose of selling it should be addressed 
as shown below or to EAC’s member body in the country of the requester:  
© East African Community 2013  — All rights reserved 
East African Community  
P.O.Box 1096 
Arusha 
Tanzania 
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Fax: 255 27 2504481/2504255 
E-mail: eac@eachq.org 
       Web: www.eac-quality.net 
Reproduction for sales purposes may be subject to royalty payments or a licensing agreement. 
Violators may be persecuted FDEAS 134: 2013 
© EAC 2013  – All rights reserved  iii 
 Contents Page 
Foreword ............................................................................................................................................................  iv 
1 Scope  ................................ ................................ ................................ ................................ ...................... 1 
2 Normative references  ................................ ................................ ............................................................  1 
3 Nomenclature  ................................................................ ................................ ................................ ......... 1 
4 Dimensions and tolerance  ................................ ................................ ................................ .................... 1 
4.1 Dimensions  ................................................................ ................................ ................................ ............ 1 
4.2 Tolerance  ................................ ................................ ................................ ................................ ................ 2 
5 Compound sections  ................................ ................................ ..............................................................  2 
6 Manufacture  ................................................................ ................................ ................................ ........... 2 
6.1 Manufacture of steel  ................................ ................................ ..............................................................  2 
6.2 Grade designation  ................................ ................................................................ ................................ . 2 
6.3 Chemical composition  ................................ ................................ ..........................................................  2 
6.4 Mechanical properties ................................ ................................ ...........................................................  3 
6.5 Sampling  ................................ ................................ ................................ ................................ ................ 3 
6.5.1  General  ................................ ................................ ................................ ................................ ................... 3 
6.5.2  Test pieces  ................................................................ ................................ ................................ ............. 3 
 FDEAS 134: 2013 
iv © EAC 2013  – All rights reserved  
 Foreword 
Development of the East African Standards has been necessitated by the need for harmonizing requirements 
governing quality of products and services in the East African Community. It is envisaged that through 
harmonized standardization, trade barriers that are encountered when goods and services are exchanged 
within the Community will be removed.  
In order to achieve this objective, the Community established an East African Standards Committee mandated 
to develop and issue East African Standards.   
The Committee is composed of representatives of the National Standards Bodies in Partner States, together 
with the representatives from the private sectors and consumer organizations. Draft East African Standards 
are circulated to stakeholders through the National Standards Bodies in the Partner States. The comments 
received are discussed and incorporated before finalization of standards, in accordance with the procedures 
of the Community. 
East African Standards are subject to review, to keep pace with technological advances. Users of the East 
African Standards are therefore expected to ensure that they always have the latest versions of the standard s 
they are implementing .  
FDEAS 134 was prepared by Technical Committee EASC/TC 035, TC Steel and Steel Products  
This second edition cancels and replaces the first edition (EAS 134:1999) 
 
 FINAL DRAFT EAST AFRICAN STANDARD  FDEAS 134:2013  
 
© EAC 2013  – All rights reserved  1 
 Cold rolled steel sections ― Specification  
1 Scope  
This Final Draft East African Standard specifies the dimensions and sectional properties of cold rolled steel 
sections of thickness up to 8 mm for use in structural applications. The sections are listed in Tables 4 to 12. 
2 Normative references 
The following referenced document is indispensable for the application 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. 
ISO 14347, Fatigue — Design procedure for welded hollow-section joints — Recommendations  
3 Nomenclature  
The following nomenclature shall be used. Units for dimensions are millimetres and those for section 
properties in centimetres .  
 B, C, D  -  dimensions of section        -  mm  
 T  -  sheet thickness         -  mm  
 P  -  distance from edge to section centre of gravity   -  mm  
 A  -  sectional area         -  cm 
 Z  - section modulus of section l/p      -  cm 
 I   -  second moment of area       -  cm 
 R  - radius of gyration of section 
Al      -  mm  
 x, y  - with reference to x or y axis      -  kg  
 w  - mass per linear metre        -  kg/m  
 L  - length           -  m  
4 Dimensions and tolerance  
4.1 Dimensions 
Dimensions of sections shall be in accordance with those listed in the relevant tables of this standard. FDEAS 134: 2013 
2 © EAC 2013  – All rights reserved  
 4.2 Tolerance 
The deviation from straightness of any length shall not exceed one six hundredth (1/600th) of the length 
against a straight edge. Profile dimensions in the tables shall be correct, within 1.5 mm or 2 %, whichever is 
least. Right angle bends shall be within 1 %, except if this tolerance causes the profile dimension tolerances to 
be exceeded then, the dimensional tolerances shall govern. Angular tolerances may be exceeded to provide  
'nesting'  for ship ment, with approval of the engineer. The sections shall be free from twist, and limited  to 
0.3°/m.  
Tolerances on lengths ordered shall be ± 5.0 mm maximum and no undersize is permitted. Inside bend radii 
for right angle bends shall typically be the thickness of the sheet. Higher strength steels having less ductility 
may require larger bend radii. Bends of 180° shall be bent flat as closely as possible. The bend radius may 
vary from that specified by 50 %. Cracks on the tension side of a bend are cause for rejection. 
5 Compound sections  
Compound sections may be formed by suitably connecting two or more simple sections. For example, an 'I' 
section can be made from two channels back- to-back, a tube from two inwardly lipped channels lip- to-lip, a 'T" 
from two angles, etc. Methods of joining sections are specified in ISO 14347.  
Section properties of compound sections may be calculated using the properties of simple sections.  
Compound sections shall be flush at matching joints within 2.0 mm.  
6 Manufacture  
6.1 Manufacture of steel 
Unless otherwise agreed at the time of enquiry and order, the steel making process shall be at the option of 
the manufacturer. If so requested in the order, the purchaser shall be informed about the steel making process 
used. 
6.2 Grade designation 
The designation of the grades of material shall be based on minimum permissible yield stress and shall be in 
accordance with Table 1.  
Table 1 — Grade designation 
Minimum yield stress,  
N/mm2 Designation of grade  
210 210 
250 250 
360 360 
 
6.3 Chemical composition 
The results of ladle chemical analysis of steel from which a hollow section is manufactured shall comply with 
appropriate limits of Table 2. For grade 360, it shall be permissible to add suitable grain-refining elements to 
achieve the minimum specified tensile stress, but the total content of these elements shall not exceed 0.15 %. FDEAS 134: 2013 
© EAC 2013  – All rights reserved  3 
 Table 2 — Ladle chemical analysis limits 
Grade of steel Maximum content,  
%  
Carbon  Phosphorous  Sulphur  
210 0.2 0.05 0.05 
250 0.25 0.06 0.06 
360 - - 0.04 
 
6.4 Mechanical properties 
The mechanical properties obtained from test samples taken from the hollow section in accordance with 6.5 , 
shall comply with the requirements in Table 3. If other grades of steel are used, their mechanical properties 
shall be agreed on between the purchaser and the manufacturer. 
Table 3 —  Tensile test requirements 
Grade of steel  Minimum yield 
stress,  
N/mm2 Ultimate tensile 
strength,  
N/mm2 Minimum elongation as a  
proportion of gauge length,  
%  
210  210  340  24 
250  250  420  22 
360  360  480  20 
 
6.5 Sampling 
6.5.1  General 
At least one sample shall be selected from the following batch sizes:  
a) a 20-tonne or less batch of sections having outside diameter of less than 90 mm; and 
b) a batch of less than 40 tonnes for all other sections.  
If the test fails, two more samples shall be drawn from the batch and tested. If one or both test specimens re-
tested fail, the whole batch shall be deemed not to have complied with the specification unless all sections in 
the batch are tested individually.  
6.5.2  Test pieces 
The test piece shall consist of a strip taken from the section. The strip shall be taken longitudinally at any point 
of the section except for welded sections when it shall not be taken from the weld zone. The strip shall comply 
with the following conditions:  
a) sides of the test piece shall be parallel within a maximum variation, along parallel length, of ± 0.2 % of 
nominal width;  
b) the tripped ends and parallel lengths of the test piece shall be coaxial;  
c) 
A L 5.65o  and shall be within ± 5 % of the nominal value:  FDEAS 134: 2013 
4 © EAC 2013  – All rights reserved  
 where  
Lo is the gauge length, and  
A is the sectional area.  
d) minimum parallel length Lp = Lo + 2D for circular sections, and Lp = Lo + 2 nominal width for square or  
rectangular sections :  
where,  
Lo is the gauge length;  
e) the width of the test piece shall not be less than 6 mm, unless the product width precludes use of 
wider pieces; and 
f) the test piece shall not be flattened and machined between the gauge marks except for the purposes 
of gripping the test piece in a test machine. 
Dimensions in millimetres 
 
 
Figure 1 — Square hollow sections 
Table 4 — Dimensions and properties for cold rolled square hollow sections 
Size B × D 
mm Thickness, t,  
mm A 
cm2 Mass, w,  
kg/m Axis X -X and Y -Y 
Ix = Iy 
cm4 Zx  = Z y 
cm3 rx= ry 
cm 
12 x 12  1.2 0.51 0.41 0.102 0.170 0.44 
12 x 12  1.5 0.63 0.49 0.118 0.196 0.43 
14 x 14  1.2 0.61 0.48 0.169 0.241 0.52 
14 x 14  1.5 0.75 0.59 0.196 0.283 0.51 
15 x 15  1.2 0.66 0.52 0.211 0.282 0.56 
15 x 15  1.5 0.81 0.64 0.250 0.330 0.56 
15 x 15 2.0 1.04 0.82 0.299 0.399 0.54 
16 x 16  0.8 0.49 0.39 0.188 0.237 0.617 
16 x 16  1.0 0.61 0.48 0.226 0.282 0.609 
16 x 16  1.2 0.71 0.56 0.261 0.326 0.60 
16 x 16  1.5 0.87 0,.68 0.308 0.385 0.59 
16 x 16  2.0 1.12 0.88 0.373 0.466 0.57 FDEAS 134: 2013 
© EAC 2013  – All rights reserved  5 
 20 x 20  0.8 0.63 0.50 0.378 0.378 0.77 
20 x 20  1.0 0.79 0.62 0.459 0.458 0.760 
20 x 20  1.2 0.90 0.71 0.533 0.533 0.77 
20 x 20  1.5 1.11 0.87 0.637 0.637 0.75 
20 x 20  2.0 1.44 1.13 0.787 0.787 0.73 
22 x 22  1.2 0.99 0.78 0.722 0.656 0.85 
22 x 22  1.5 1.23 0.97 0.866 0.787 0.83 
22 x 22  2.0 1.60 1.26 1.077 0.979 0.82 
25 x 25  0.8 0.77 0,63 0.756 0.605 0.967 
25 x 25  1.0 0.96 0.79 0.923 0.738 0.958 
25 x 25  1.2 1.14 0.90 1.081 0.864 0.97 
25 x 25  1.5 1.41 1.11 1.303 1.042 0.96 
25 x 25  2.0 1.84 1.44 1.634 1.307 0.94 
25 x 25 3.0 2.64 2.07 2.169 1.735 0.90 
 FDEAS 134: 2013 
6 © EAC 2013  – All rights reserved  
 Table 4 continued) 
 
Size B × D 
mm  
Thickness, t,  
mm  
A 
cm2  
Mass, w,  
kg/m  Axis X -X and Y -Y 
Ix = Iy 
cm4 Zx  = Z y 
cm3 rx= ry 
cm 
30 x 30  1.0 1.19 0.94 1.627 1.307 1.167 
30 x 30  1.2 1.38 1.08 2.297 1.531 1.29 
30 x 30 1.5 1.71 1.34 2.321 1.57 1.16 
30 x 30  2.0 2.24 1.75 2.941 1.960 1.14 
30 x 30  3.0 3.24 2.54 3.985 2.656 1.,11 
40 x 40  1.0 1.51 1.19 3.957 1.978 1.616 
40 x 40  1.2 1.86 1.46 4.677 2.338 1.58 
40 x 40  1.5 2.31 1.81 5.715 2.857 1.57 
40 x 40  2.0 3.04 2.39 7.336 3.668 1.55 
40 x 40  3 4.44 3.48 10.190 5.095 1.51 
45 x 45  1.2 2.10 1.65 6.727 2.989 1.79 
45 x 45  1.5 2.61 2.05 8.21 3.662 1.77 
45 x 45  2.0 3.44 2.70 10.62 4.721 1.75 
45 x 45  3 5.04 3.96 14.89 6.617 1.71 
50 x 50  1.2 2.34 1.84 9.30 3.720 1.99 
50 x 50  1.5 2.91 2.28 11.42 4.568 1.98 
50 x 50  2 3.84 3.01 14.77 5.908 1.96 
50 x 50  3 5.84 4.43 20.85 8.340 1.92 
50 x 50  4 7.36 5.78 26.15 10.460 1.88 
60 x 60  1.5 3.51 2.75 20.03 6.67 2.38 
60 x 60  2.0 4.64 3.64 26.04 8.68 2.37 
60 x 60  3.0 6.84 5.37 37.14 12.38 2.33 
60 x 60  4.0 8.96 7.03 37.07 15.69 2.29 
75 x 75  1.5 4.41 3.46 39.72 10.59 3.00 
75 x 75  2.0 5.84 4.58 51.91 13.84 2.98 
75 x 75  3.0 8.64 6.78 74.78 19.94 2.94 
75 x 75  4.0 1.36 8.92 95.75 25.53 2.90 
75 x 75  5 14.00 11.00 114.92 30.65 2.87 
75 x 75  6 16.56 13.00 132.40 35.31 2.83 
100 x 100  3 11.64 9.14 182.70 36.54 3.96 
100 x 100  4 15.52 12.18 236.34 47.26 3.91 
100 x 100  5 19.00 14.92 286.58 57.32 3.88 
100 x 100  6 22.56 17.71 333.59 66.72 3.85 
120 x 120  3 14.04 11.02 320.53 53.42 4.77 
120 x 120  4 18.56 14.57 416.73 69.45 4.75 
120 x 120  6 27.36 21.48 594.26 99.04 4.66 
125 x 125  3 14.64 11.49 136.39 58.14 3.05 
125 x 125  4 19.36 15.20 172.93 75.67 4.94 
125 x 125  5 24 18.84 577.00 92.32 4.90 
125 x 125  6 28.56 22.42 675.78 108.12 4.86 
 FDEAS 134: 2013 
© EAC 2013  – All rights reserved  7 
 Table 4 (continued) 
Size B × D 
mm Thickness, t,  
mm A 
cm2 Mass, w,  
kg/m  Axis X -X and Y -Y 
Ix = Iy 
cm4 Zx  = Z y 
cm3 rx= ry 
cm  
150 x 150  4 23.56 18.34 830.53 110.74 5.96 
150 x 150  5 29.00 22.76 1017 .42 135.53 5.92 
150 x 150  6 34.56 27.13 1196 .47 159.53 5.88 
150 x 150  8 45.44 35.67 1531 .93 204.26 5.81 
 
Table 4 (completed) FDEAS 134: 2013 
8 © EAC 2013  – All rights reserved  
  
 
Figure 2 ― Rectangular section 
Table 5 — Dimensions and properties for cold rolled rectangular hollow sections 
Size B 
× D 
mm Thickness, 
t, 
mm A 
cm2 Mass, w,  
kg/m Axis X -X Axis Y -Y 
Ix 
cm4 Zx 
cm3 rx 
cm Iy 
cm4 Zy 
cm3 ry 
cm 
30 x 20 1.00 1.01 0.76 0.639  0.639  0.798  1.207  0.804  1.096  
30 x 20 1.20 1.20 0.94 0.746  0.746  0.789  1.414  0.944  1.086  
30 x 20 1.5 1.49 1.17 0.894  0.894  0.774  1.711  1.141  1.070  
30 x 20 2.0 1.95 1.53 1.112  1.112  0.755  2.156  1.437  1.051  
35 x 10  2.0 1.64 1.29 2.35 0.47 0.374 2.08 1.18 1.13 
35 x 15  1.2 1.14 0.90 0.44 0.58 0.616 1.72 0.98 1.23 
35 x 15  1.5 1.41 1.11 0.52 0.69 0.607 2.08 1.18 1.21 
35 x 15  2.0 1.83 1.44 0.64 0.85 0.591 0.63 1.49 1.20 
35 x 15  3.0 2.64 2.07 0.80 1.06 0.519 3.53 2.01 1.62 
35 x 25  1.2 1.37 1.08 1.42 1.113 1.014 2.40 1..37 1.32 
35 x 25  1.5 1.70 1.34 1.71 1.36 1.002 2.92 1.66 1.31 
35 x 25  2.0 2.24 1.76 2.16 1.72 0.979 3.71 2.12 1.29 
35 x 25  3.0 3.23 2.54 2.89 2.31 0.943 5.07 2.89 1.25 
35 x 30  1.2 1.50 1.18 2.16 1.44 1.200 2.75 1.57 1.35 
35 x 30  1.5 1.85 1.46 2.62 1.74 1.187 3.34 1.90 1.34 
35 x 30  2.0 2.43 1.91 3.33 2.22 1.170 4.26 2.43 1.32 
35 x 30  3.0 3.54 2.78 4.53 3.02 1.128 5.84 0.33 1.28 
40 x 10  1.2 1.14 0.90 0.19 0.38 0.408 1.96 0.98 1.31 
40 x 10  1.5 1.41 1.11 0.22 0.44 0.392 2.37 1.18 1.30 
40 x 10  2.0 1.83 1.44 0.26 0.52 0.377 3.00 1.50 1.28 
40 x 20 1.0 1.19 0.94 0.819  0.819  0.828 2.435 1.217  1.428  
4o x 20  1.2 1.37 1.08 0.95 0.95 0.832 2.87 1.43 1.44 
4o x 20  1.5 1.70 1.34 1.15 1.15 0.819 3.49 1.74 1.43 
4o x 20  2.0 2.24 1.76 1.76 1.43 0.796 4.44 2.22 1.41 
40 x 20  3.0 3.23 2.54 1.88 1.88 0.63 6.08 3.04 1.37 
 FDEAS 134: 2013 
© EAC 2013  – All rights reserved  9 
 Table 5 (continued) 
Size B 
× D 
mm Thickness, 
t, 
mm A 
cm2 Mass, w,  
kg/m Axis X -X Axis Y -Y 
Ix 
cm4 Zx 
cm3 rx 
cm Iy 
cm4 Zy 
cm3 ry 
cm 
40 x 25 1.0 1.29 1.01 1.355  1.084  1.025  2.816  1.408  1.477  
40 x 25  1.2 1.50 1.18 1.59 1.27 1.029  3.32 1.66 1.49 
40 x 25  1.5 1.85 1.46 1.92 1.53 1.018  4.04 2.02 1.48 
40 x 25  2 2.43 1.91 2.43 1.94 1.000  5.16 2.58 1.46 
40 x 25  3 3.59 2.78 3.26 2.60 0.959  7.11 3.55 1.42 
40 x 35  1.2 1.74 1.37 3.43 1.96 1.403  4.22 2.11 1.56 
40 x 35  1.5 2.15 1.69 4.18 2.38 1.394  5.15 2.57 1.55 
40 x 35  2 2.84 2.23 5.35 3.05 1.372  6.61 3.30 1.53 
40 x 35  3 4.14 3.25 7.38 4.21 1.335  9.16 4.58 1.49 
45 X 15  1.2 1.37 1.08 0.55 0.73 0.634  3.27 1.45 1.54 
45 x 15  1.5 1.70 1.34 0.66 0.88 0.623  3.98 1.76 1.53 
45 x 30  1.2 1.74 1.37 2.66 1.77 1.236  5.00 2.22 1.69 
45 x 30  1.5 2.15 1.69 3.23 2.15 1.226  6.11 2.71 1.68 
45 x 30  2 2.84 2.23 4.11 2.74 1.203  7.84 3.48 1.66 
45 x 30  3 4.14 3.25 5.63 3.75 1.166  10.91  4.84 1.62 
50 x 10  1.2 1.37 1.08 0.24 0.48 0.419  3.58 1.43 1.61 
50 x 10  1.5 1.70 1.34 0.28 0.56 0.405  4.36 1.74 1.60 
50 x 10  2 2.24 1.76 0.33 0.66 0.383  5.54 2.21 1.58 
50 x 10  3 3.23 2.54 0.39 0.78 0.347 7.57 3.02 1.53 
50 x 15  1.2 1.50 1.18 0.61 0.81 0.637  4.31 1.72 1.69 
50 x 15  1.5 1.85 1.46 0.72 0.96 0.624  5.24 2.10 1.68 
50 x 15  2 2.44 1.92 0.89 1.18 0.604  6.70 2.68 1.66 
50 x 15  3 3.54 2.78 1.13 1.50 0.565  9.23 3.62 1.62 
55 x 10 2 2.43 1.91 0.36 0.72 0.384 7.23 2.62 1.72 
55 x 10  3 3.54 2.78 0.43 0.86 0.348  9.94 3.61 1.68 
55 x 20  1.2 1.74 1.37 1.27 1.27 0.853  6.38 2.32 1.92 
55 x 20  1.5 2.15 1.69 1.53 1.53 0.843  7.80 2.83 1.90 
55 x 20  2 2.84 2.23 1.92 1.92 0.822  10.04  3.65 1.88 
55 x 20  3 4.14 3.25 2.54 2.54 0.784  14.00  5.09 1.84 
55 x 25  1.2 1.85 1.46 2.10 1.68 1.06 7.25 2.63 1.98 
55 x 25  1.5 2.30 1.81 2.54 2.03 1.05 8.88 3.22 1.97 
55 x 25  2 3.04 2.39 3.22 2.57 1.020  11.44  4.16 1.94 
55 x 25  3 4.43 3.48 4.36 3.48 0.991  16.03  5.82 1.90 
55 x 3 5 1,2 2.10 1.65 4.46 2.54 1.457  8.99 3.26 2.07 
55 x 35  1.5 2.61 2.05 5.45 3.11 1.445  11.00  4.00 2.05 
55 X 35  2 3.43 2.70 6.98 3.98 1.410  14.25  5.18 2.04 
55 X 35  3 5.03 3.95 9.69 5.53 1.388  20.09  7.30 2.00 
 FDEAS 134: 2013 
10 © EAC 2013  – All rights reserved  
 Table 5 (continued) 
Size B 
× D 
mm Thickness, 
t, 
mm A 
cm2 Mass, w,  
kg/m Axis X -X Axis Y -Y 
Ix 
cm4 Zx 
cm3 rx 
cm Iy 
cm4 Zy 
cm3 ry 
cm 
55 x 45  1.2 2.34 1.84 7.87 3.49 1.831  10.72  3.89 2.13 
55 x 45  1.5 2.90 2.28 9.66 4.29 1.822  13.17  4.78 2.12 
55 x 45  2 3.83 3.01 12.47  5.54 1.802  17.06  6.20 2.10 
55 x 45 3 5.64 4.43 17.54  7.79 1.762  24.15  8.78 2.07 
60 x 15  1.2 1.74 1.34 0.72 0.96 0.645  6.93 2.31 1.99 
60 x 15  1.5 2.15 1.69 0.86 1.14 0.635  8.48 2.82 1.98 
60 x 15  2 2.84 2.23 1.06 1.41 0.610  10.90  3.63 1.96 
60 x 15  3 4.14 3.25 1.35 1.80 0.572  15.19  5.06 1.92 
60 x 20  1.2 1.85 1.46 1.38 1.38 0.863  7.97 2.65 2.08 
60 x 20  1.5 2.30 1.81 1.66 1.66 0.850  9.76 3.25 2.06 
60 x 20  2 3.04 2.39 2.08 2.08 0.827  12.58  4.19 2.03 
60 x 20  3 4.43 3.48 2.76 2.76 0.790  17.62  5.87 1.99 
60 X 30  1.2 2.10 1.65 3.40 2.26 1.271 10.04  3.34 2.18 
60 X 30  1.5 2.61 2.05 4.15 2.76 1.261  12.33  4.11 2.17 
60 x 30  .2 3.43 2.70 5.29 3.52 1.244 15.94 5.31 2.15 
60 x 30  1.5 5.03 3.95 7.27 4.84 1.201 22.50 7.50 2.12 
60 x 40  1.2 2.34 1.84 6.48 3.24 1.661 12.12 4.04 2.27 
60 x 40  1.5 2.90 2.28 7.94 3.96 1.651 14.89 4.96 2.26 
60 x 40  2.0 3.83 .01 10.22  5.11 1.631 19.31 6.43 2.24 
60 x 40  3.0 5.64 4.43 14.31  7.10 1.592 27.38 9.12 2.21 
60 x 40  4.0 7.36 5.78 17.8 8.90 1.573 34.50 11.50 2.16 
65 x 25  1.2 2.10 1.65 2.44 1.95 1.780 11.01 3.38 2.29 
65 x 25  1.5 2.61 2.05 2.96 2.36 1.620 13.52 4.16 2.27 
65 x 25  2.0 3.43 2.70 3.76 3.00 1.040 17.49 5.38 2.25 
65 x 25  3.0 5.03 3.95 5.09 4.07 1.000 24.69 7.59 2.22 
65 x 25  4.0 6.56 5.15 6.13 4.89 0.965  30.97 9.52 2.18 
65 X 30  1.2 2.21 1.74 3.66 2.43 1.277 12.23 3.76 2.36 
65 X 30  1.5 2.76 2.17 4.46 2,96 1,267  15,03  4,62 2,33 
65 x 30 2 3.64 2.86 5.69 3.79 1.267 19.47 5.99 2.31 
65 x 30  3 5.33 4.19 7.82 5.21 1.209  27.58  8.48 2.27 
65 x 30  4 6.95 5.46 9.56 6.37 1.163  34.70  10.67  2.23 
65 x 35  1,2 2.34 1.84 5.15 2.94 1.482  13.45  4.18 2.40 
65 x 35  1,5 2.90 2.28 6.29 3.59 1.471  16.54  5.08 2.39 
65 x 35  2 3.83 3.01 8.08 4.61 1.451  21.46  6.60 2.37 
65 X 35  3 5.64 4.43 11.23  6.41 1.412  30.46  9.37 2.32 
65 X 35  4 7.36 5.78 13.87  7.92 1.373  38.43  11.82  2.29 
 FDEAS 134: 2013 
© EAC 2013  – All rights reserved  11 
 Table 5 (continued) 
 
Size B 
× D 
mm  
Thickness, 
t, 
mm  
A 
cm2  
Mass, w,  
kg/m Axis X -X Axis Y -Y 
Ix 
cm4 Zx 
cm3 rx 
cm Iy 
cm4 Zy 
cm3 ry 
cm 
70 x 20  1.2 2.10 1.65 1.59 1.59 0.870  11.85  3.38 2.38 
70 x 20  1.5 2.60 2.05 1.92 1.92 0.859  14.55  4.15 2.36 
70 x 20 2 3.43 2.70 2.41 2.41 0.838  18.83  5.38 2.34 
70 x 20  3 5.03 3.95 3.20 3.20 0.798  26.58  7.59 2.30 
70 x 20  4 6.56 5.15 3.77 3.77 0.758  33.33  9.52 2.25 
70 x 30  1.2 2.34 1.84 3.90 2.60 1.291  14.89  4.19 2.49 
70 x 30  1.5 2.90 2.29 4.76 3.17 1.281  18.08  5.16 2.49 
70 x 30  2 3.83 3.01 6.08 4.05 1.26 23.45  6.70 2.48 
70 x 30  3 5.84 4.43 8.37 5.58 1.22 33.3 9.52 2.43 
70 x 30  4 7.36 5.78 10.24  6.82 1.170  42.15  12.01  2.39 
70 x 50  1.2 2.82 2.22 12.16  4.86 2.380  20, 5.82 2.69 
70 x 50  1.5 3.51 2.76 14.94  5.97 2.320 25.11  7.17 2.67 
70 x 50  2 4.64 3.64 19.33  7.75 2.221  32.7 9.34 2.66 
70 x 50  3 6.84 5.37 27.43  10.99  2.093  46.79  13.36  2.62 
70 x 50  4 8.95 7.03 34.63  13.85  1.968  59.51  17.00  2.58 
75 x 50  2 4.84 3.8 20.53  8.21 2.06 38.53  10.29  2.82 
75 x 50  2.5 6.00 4.71 24.97  9.99 2.04 47.16  12.58  2.80 
75 x 50  3 7.14 5.60 29.14  11.66  2.02 55.83  14.75  2.78 
75 x 50  4 9.36 7.34 35.76  14.70  1.98 70.51  18.80  2.74 
75 x 50  5 11.50  9.03 43.46  17.38  1.94 84.24  22.46  2.71 
80x40  1.2 2.82 2.21 8.29 4.15 1.71 24.25  6.06 2.93 
80 X 40  1.5 3.51 2.76 10.16  5.08 1.700  29.90  7.47 2.92 
80 X 40  2 4.63 3.64 13.11  6.55 1.681  38.97  9.47 2.90 
80 X 40  3 6.84 5.37 18.42  9.21 1.640  55.85  13.96  2.86 
80 X 40  4 8.96 7.03 23.01  11.50  1.61 71.13  17.78  2.83 
80 X 60  1.5 4.11 3.23 25.16  3.38 2.472 39.14  9.79 3.08 
80 X 60  2 5.43 4.27 32.77  10.92  2.460  51.14  12.78  3.07 
80 X 60  3 8.03 6.31 46.89  15.63  2.420  73.64  18.41  3.03 
80 X 60  4 10.56  8.29 59.63  19.87  2.379  94.25  23.56  2.99 
90 x 30  1.5 3.51 2.76 5.97 3.98 1.303  34.08  7.57 3.12 
90 x 30  2 4.63 3.64 7.65 5.10 1.284  44.43  9.87 3.09 
90 x 30  3 6.84 5.37 10.57  7.04 1.240  63.70  14.15  3.05 
90 x 30  4 8.95 7.03 12.57  8.64 1.204  81.16  18.03  3.00 
100 x 20  1.5 3.51 2.76 2.69 2.69 0.875  37.37  7.47 3.26 
100 x 20  2 4.63 3.64 3.28 3.38 0.854  48.70  9.74 3.24 
100 x 20  3 6.84 5.37 4.51 4.51 0.812  69.76  13.95  3.19 
100 x 20  4 8.95 7.03 5.34 5.34 0.772  88.69  17.75  3.15 FDEAS 134: 2013 
12 © EAC 2013  – All rights reserved  
 Table 5 (continued) 
 
Size B × 
D 
mm  
Thickness, 
t, 
mm  
A 
cm2  
Mass, w,  
kg/m Axis X -X Axis Y -Y 
Ix 
cm4 Zx 
cm3 rx 
cm Iy 
cm4 Zy 
cm3 ry 
cm 
100 x 40  2 5.43 4.27 16.00  8.00 1.714  67.91  13.58  3.54 
100 x 40  3 8.03 6.31 22.54  11.27  1.672  98.00  19.60  3.50 
100 x 40  4 10.56  8.29 23.21  14.10  1.63 125.68  25.13  3.45 
100 x 50  2 5.83 4.58 26.29  10.51  2.121  77.51  15.50  3.64 
100 x 50  2,5 7.25 5.69 32.02  12.81 2.10 95.15  19.03  3.62 
100 x 50  3 8.63 6.78 37.43  14.97  2.080  112.11  22.42  3.60 
100 x 50  4 11.36  8.92 47.36  18.94  2.042  144.12  28.82  3.56 
100 x 50  5 14.00  11.00  56.17  22.47  2.00 173.67  34.73  3.52 
100 x 50  6 16.56  13.00  63.93  25.57  1.96 200.87  40.17  3.48 
120 x 80  2 7.83 6.15 87.65  21.91  3.342  163.43  27.23  4.57 
120 x 80  3 11.64  9.14 127.03  31.75  3.320  238.38  39.73  4.52 
120 x 80  4 15.36  12.06  163.63  40.90  3.261  309.04  51.50  4.47 
125 x 75  3 11.64  9.14 113.68  30.32  3.13 251.74  40.28  4.65 
125 x 75  4 15.36  12.06  146.21  38.99  3.09 326.47  52.23  4.61 
125 x 75  5 19.00  14.92  176.27  47.01  3.05 396.90  63.50  4.57 
125 X 75  6.0 22.56  17.71  203.99  54.40  3.01 463.18  74.11  4.53 
140 x 60  2 7.83 6.15 52.96  17.65  2.599  198.12  28.30  5.03 
140 x 60  3 11.64  9.14 76.16  25.38  2.558  289.25  41.32  4.98 
140 x 60  4 15.36  12.06  97.33  32.44  2.518  375.34  53.62  4.94 
150 x 50  2 7.83 6.15 37.82  15.12  2.198  213.26  28.43  5.22 
150 x 50  3 11.64  9.14 54.02  21.60  2.155  311.38  41.51  5.17 
150 x 75  3.0 13.14  10.31  133.13  35.50  3.18 392.43 52.32  5.46 
150 x 75  4.0 17.36  13.63  171.44  45.72  3.14 510.17  68.09  5.42 
150 x 75  5.0 21.50  16.88  206.95  55.19  3.10 623.04  83.07  5,38 
150 x 75  6.0 25.56  20.06  239.79  63.94  3.06 729.64  97.28  5.34 
150 x 100  3.0 14.64  11.49  253.30  50.66  4.16 473.48  63.13 5.69 
150 x 100  4.0 19.36  15.20  328.55  65.71  4.12 617.81  82.31  5.65 
150 x 100  5.0 24.00  18.84  399.50  79.90  4.08 754.50  100.60  5.61 
150 x 100  6.0 28.56  22.42  466.31  93.26  4.04 885.25  118.03  5.57 
200 x 50  3.0 14.63  11.48  70.62  28.25  2.20 656.16  65.62  6.69 
200 x 50  4.0 19.36  15.20  89.79  35.92  2.15 856.07  85.61  6.65 
200 x 100  4.0 23.36  18.33  420.77  84.15  4.24 1240.29  124.63  7.29 
200 X 100  6.0 34.56  27.13  599.03  119.81  4.16 1793.91  179.39  7.20 
200 X 100  8.0 45.44  35.67  757.85  151.57  4.08 2306.10  230.60  7.12 
 
Table 5 (completed) FDEAS 134: 2013 
© EAC 2013  – All rights reserved  13 
  
 
Figur e 3 ― Plain channel section 
Table 6 — Dimensions and properties for cold rolled plain channel sections  
 
Size B × D 
mm  
Thickness, 
t, 
mm  
A 
cm2  
Mass, w,  
kg/m P 
cm Axis X -X Axis Y -Y 
Ix 
cm4 Zx 
cm3 rx 
cm Iy 
cm4 Zy 
cm3 ry 
cm 
40 x 25 1.5 1.26 0.99      3.41 1.62 1.71 0.83 0.80 0.48 
40 x 25 2.0 1.64 1.29  4.39 1.60 2.20 1.08 0.79 0.62 
40 x 40 1.5 1.71 1.34  5.08 1.70 2.54 3.01 1.31 1.15 
40 x 40 2.0 2.24 1.76  6.32 1.68 3.13 3.79 1.30 1.48 
50 x 25  3 2.70 2.12 0.77 1.56 0.90 0.77 9.45 3.78 1.89 
60 x 40  3 3.90 3.06 1.30 6.33 2.34 1.27 22.05  7.35 2.38 
60 x 40  4 5.60 3.98 1.36 7.99 3.02 1.26 27.32  9.10 2.34 
75 x 40  3 4.34 3.41 1.13 39.33  10.49  3.01 7.02 2.45 1.27 
75 x 40  4 5.64 4.43 1.12 50.40  13.44  2.99 7.74 2.69 1.17 
75 x 40  4.5 6.27 4.92 1.18 55.57  14.82 2.98 9.98 3.54 1.26 
100 x 50  3 5.70 4.47 1.40 14.05  3.90 1.57 87.30  17.46  3.91 
100 x 50  4 7.42 5.82 1.45 18.07  5.08 1.56 111.12  22.21  3.86 
100 x 50  4.5 8.29 6.51 1.40 130.94  13.09  3.97 20.54  5.71 1.57 
100 x 50  6 10.81  8.49 1,56 24.74  7.19 1.52 152.58  30.51  3.75 
120 x 50  6 12.01  9.43 1.44 26.49  7.44 1.48 238.17  39.69  4.45 
120 X 65  4.5 10.77  8.45 1.81 270.99  43.36  5.02 45.93  9.79 2.07 
125 X 65  6 14.04  11.02  1.86 348.52  55.67  4.98 59.34  12.79  2.06 
150 x 50  6 13.81  10.84  1.29 28.53  7.69 1.43 412.33  54.97 5.46 
150 x 70  4 10.90  8.61 1.88 53.03  10.35  2.19 376.90  50.25  5.85 
150 x 70  6 16.21  12.72  1.99 74.71  14.91  2.15 536.82  71.57  5.75 
150 x 72,5  4.5 12.79  10.04  2.03 462.48  61.66  6.01 72.39  13.23  2.38 
150 x 75  6 16.74  13.14  2.07 598.23  79.76  5.98 93.78  17.27  2.37 
200 x 75  4.5 15.04  11.81  1.64 906.38  90.64  7.76 79.05  13.49  2.29 
200 x 75  5 16.63  13.03  1.72 1006.25  100.63  7.78 99.85  17.28  2.45 
200 x 75  6 19.74  15.50  1.80 1179.31  117.93  7.73 102.13  17.92  2.27 
200 x 100  6 22.64  17.77  2.79 224.98  31.20  3.15 1393.93  139.39  7.84 
FDEAS 134: 2013 
14 © EAC 2013  – All rights reserved  
  
Figure 4 ― Plain equal angles section 
Table 7 — Dimensions and properties for cold rolled plain equal angles sections  
 
Size B × D 
mm  
Thickness, t,  
mm  
A 
cm2  
Mass, w,  
kg/m  P 
cm Axis X -X Axis Y -Y Axis V -V 
Ix 
cm4 Zx 
cm3 rx 
cm Iy 
cm4 Zy 
cm3 rx 
cm ry 
cm 
20 X 20  2.5 0.888  0.69 1.10 0.33 0.24 0.614  0.33 0.23 0.614   
25 X 25  2.5 1.13 0.89 0.75 0.68 0.39 0.775  0.68 0.38 0.775   
25x25  2.0 1.65 1.09  0.42 1.06 1.12 0.42 1.06 1.12  
25 X 25  3 1.33 1.05 0.78 0.80 0.46 0.773  0.80 0.46 0.773   
30 x 30 2.0 1.23 1.10  1.10 1.05 1.09 1.10 1.05 1.09  
30 x 30  2.5 1.38 1.08 0.87 1.24 0.58 0.941  1.24 0.58 0.941   
30 x 30  3 1.63 1.28 0.90 1.43 0.68 0.935  1.43 0.68 0.935   
32 x 32  3 1.74 1.37 0.91 1.54 0.67 0.94 1.54 0.67 0.94  
32 x 32  4 2.24 1.76 0.898  1.86 0.81 0.91 1.86 0.81 0.91  
32 x 32  4.5 2.48 1.88 0.906  1.99 0.87 0.90 1.99 0.87 0.90  
32 x 32  6 3.12 2.45 1.03 2.30 1.06 0.86 2.30 1.06 0.86  
40 x 40 2.0 1.46 1.14  2.46 1.23 1.21 2.46 1.23 1.21  
40 X 40  2.5 1.88 1.47 1.13 2.96 1.03 1.25 2.96 1.03 1.25  
40 X 40  3 2.22 1.74 1.06 3.18 1.08 1.20 3.18 1.08 1.20  
40 X 40  4 2.88 2.26 1.097  3.92 1.32 1.17 3.92 1.32 1.17  
40 X 40  4.5 3.20 2.51 1.11 4.24 1.47 1.15 4.24 1.47 1.15  
40 X 40  6 4.08 3.20 1.23 5.66 2.04 1.18 5.66 2.04 1.18  
50 x 50 2.0 1.86 1.46         
50 X 50  3 2.83 2.22 1.40 7.01 1.94 1.57 7.01 1.94 1.57  
50 X 50  4 3.70 2.90 1.45 8.89 2.50 1.56 8.89 2.50 1,56  
50 X 50  4.4 4.10 3.22 1.42 8.91 2.49 1.47 8.91 2.49 1.47  
50 X 50  6 5.28 4.14 1.48 12.43  3.53 1.53 12.43  3.53 1.53  
60 X 60  4 4.50 3.53 1.68 16.01  3.70 1.88 16.01  3.70 1.88  
60 X 60  6 6.53 5.13 1.80 22.55  5.37 1.87 22.55  5.37 1.87  
65 X 65  4.5 5.45 4.28 1.79 19.03  4.04 1.87 19.03  4.04 1.87  
65 X 65  6 7.08 5.56 1.85 25.90  5.57 1.91 25.90  5.57 1.91  
75 X 75  6 8.69 6.78 2.09 46.88  8.67 2.33 46.88  8.67 2.33  
90 X 90  6 10.08  7.91 2.48 74.42  11.41  2.72 74.42  11.41  2.72  
100 X 100  6 11.30  8.87 2.80 112.59  15.59  3.15 112.28  15.59  3.15  
 
FDEAS 134: 2013 
© EAC 2013  – All rights reserved  15 
  
Figure 7 ―  Plain unequal angles  
Table 8 — Dimensions and properties for cold rolled plain unequal angles  
 
Size B × D 
mm  
Thickness, t,  
mm  
A 
cm2  
Mass, w,  
kg/m  P 
cm Axis X -X Axis Y -Y Axis V -V 
Ix 
cm4 Zx 
cm3 rx 
cm Iy 
cm4 Zy 
cm3 rx 
cm ry 
cm 
50 X 40  6.0 4.68 3.67 1.53 1.04 9.96 2.87 1.46 5.41 1.08 1.83 
65 X 50  6.0 6.18 4.85 1.99 1.24 11.68  2.59 1.37 11.74  1.38 3.12 
75 X 50  6.0 6.78 5.32 2.40 1.15 35.81  7.02 2.30 17.58  1.61 4.57 
90 X 65  6.0 8.58 6.73 2.76 1.51 66.56  10.67  2,.79  28.58  1.83 5.73 
90 X 75  6.0 9.78 7.61 3.01 1.76 94.54  13.53  3.11 45.09  2.15 7.86 
FDEAS 134: 2013 
16 © EAC 2013  – All rights reserved  
  
 
         
 
Figure 8 ― Cold rolled outwardly lipped channel section  
Table 9 — Dimensions and properties for cold rolled outwardly lipped channel  
Size  
B ×D × C Thickne
ss, t,  
mm A 
cm2 Mass, 
w, 
kg/m  P 
cm Axis X -X Axis Y -Y 
Ix 
cm4 Zx 
cm3 rx 
cm Iy 
cm4 Zy 
cm3 ry 
cm 
B D D x C  
20 20 15 1.5 1.202  0.94 1.116  0.676  0.606  1.750  1.726  1.726  1.195  
20 20 15 2 1.536  1.20 1.118  0.791  0.707  0.720  2.130  0.926  1.180  
25 25 15 1.5 1.427  1.12 1.305  1.290 0.989  0.951  2.654  1.020  1.363  
25 25 15 2 1.836  1.44 1.313  1.553  0.920  1.80 3.300  1.290  1.340  
40 25 15 1.5 1.877  1.47 2.077  4.047  1.950  1.468  3.276  1.260  1.321  
40 25 15 2 2.438  1.91 2.078  5.022  2.410  1.435  4.090  1.600  1.295  
50 50 20 1.5 2.702  2.12 2.366 10.08  3.82 1.932  16.45  3.78 2.467  
50 50 20 2 3.536  2.77 2.365  12.80  3.85 1.900  21.08  4.90 2.442  
75 50 20 2 4.736  3.71 3.50 36.97  9.85 2.792  31.01  6.46 2.559  
75 50 20 2.5 5.839  4.58 3.750  44.57  11.88  2.762  37.43  7.88 2.532  
75 50 20 3 6.908  5.42 3.750 51.55  13.74  2.731  43.40  9.23 2.507  
100 50 30 2 5.30 4.66 5.166  79.36  15.36  3.658  41.85  7.89 2.657  
100 50 30 2.5 7.330  5.76 5.167  96.40  18.65  3.626  50.74  9.66 2.631  
100 50 30 3 8.700  5.28 5.168  112.43  21.75  3.595  59.06  11.35  2.605  
 
 
FDEAS 134: 2013 
© EAC 2013  – All rights reserved  17 
  
Figure 9 ― Circular tubes 
Table 10 — Dimensions and properties for cold rolled circular tubes 
Dimension D  
mm Thickness, t,  
mm A 
cm2 Mass, w,  
kg/m  Ix 
cm4 Zx 
cm3 rx 
cm 
16 1.2 0.56 0.44 0.153  0.192  0.52 
16 1.5 0.68 0.54 0.181  0.226  0.52 
16 2 0.87 0.69 0.219  0.274  0.50 
19 1.2 0.67 0.53 0.267  0.281  0.63 
19 1.5 0.82 0.65 0.318  0.334  0.63 
19 2 1.07 0.84 0.391  0.411  0.60 
20 1.2 0.71 0.57 3.14 0.31 0.66 
20 1.5 0.87 0.69 3.75 0.38 0.65 
22 1.2 0.78 0.62 0.425  0.386  0.74 
22 1.5 0.96 0.76 0.510  0.463 0.73 
22 2 1.26 0.99 0.634  0.577  0.71 
25 1.2 0.89 0.70 0.637  0.509  0.84 
25 1.5 1.10 0.87 0.767  0.614  0.83 
25 2.0 1.44 1.19 9.62 0.77 0.83 
26.75  1.2 0.95 0.75 0.787  0.592  0.91 
26.75  1.5 1.18 0.93 0.951  0.715  0.90 
26.75  2 1.55 1.22 1.190  0.896  0.88 
28.70  1.2 1.04 0.82 0.98 0.68 0.97 
28.70  1.5 1.28 1.01 1.18 0.83 0.96 
28.70  2 1.68 1.32 1.50 1.04 0.94 
32 1.2 1.15 0.91 1.37 0.86 1.09 
32 1.5 1.43 1.13 1.67 1.04 1.08 
32 2 1.88 1.48 2.13 1.33 1.05 
32 3 2.72 2.14 2.90 1.33 1.03 
38.70  1.2 1.42 1.12 2.48 1.28 1.32 
38.70  1.5 1.75 1.38 3.03 1.57 1.31 
38.70  2 2.31 1.82 3.89 2.01 1.30 
38.70  3 3.37 2.65 5.39 2.79 1.26 
42.25  1.2 1.54 1.21 3.26 1.54 1.47 
42.25  1.5 1.96 1.54 3.99 1.89 1.42 
42.25  2 2.52 1.98 5.13 2.43 1.42 
42.25  3 3.69 2.90 7.16 3.39 1.39 
48.25  1.2 1.77 1.39 4.91 2.03 1.67 
48.25  1.5 2.20 1.73 6.02 2.49 1.65 
48.25  2 2.90 2.28 7.78 3.22 1.64 
48.25  3 4.26 3.35 10.96  4.54 1.60 
FDEAS 134: 2013 
18 © EAC 2013  – All rights reserved  
 51 1.2 1.87 1.47 5.82 2.28 1.76 
51 1.5 2.33 1.83 7.15 2.80 1.75 
Table 10 (continued) 
Dimension D  
mm Thickness,  t, 
mm A 
cm2 Mass, w,  
kg/m  Ix 
cm4 Zx 
cm3 rx 
cm 
51 2 3.08 2.42 9.25 3.63 1.73 
51 3 4.52 3.55 13.08  5.13 1.70 
57 1.2 2.10 1.65 8.19 2.87 1.97 
57 1.5 2.61 2.05 10.07  3.53 1.96 
57 2 3.50 2.75 13.08  4.59 1.93 
57 3 5.09 4.00 18.61  6.53 1.91 
60 1.2 2.21 1.74 9.58 3.19 2.08 
60 1.5 2.75 2.16 11.80  3.93 2.07 
60 2 3.64 2.86 15.34  5.11 2.06 
60 3 5.37 4.22 21.88  7.29 2.02 
63 1.2 2.33 1.85 11.12  3.53 2.18 
63 1.5 2.90 2.3 13.70  4.35 2.17 
63 2.0 3.83 3.01 17.84  5.66 2.15 
63 3.0 5.65 4.51 25.50  8.09 2.10 
75.50 4 8.92 7.01 57.61  15.28  2.54 
75.50  4.50 7.90 10.1 64.8 2.53 1.71 
76 1.5 3.51 2.77 24.35  6.41 2.62 
76 2.0 4.65 3.64 31.83  8.38 2.60 
76 3.0 6.88 5.44 45.88  12.07  2.56 
89 2 5.46 4.29 51.75  11.63  3.07 
89 3 8.10 6.36 75.04  16.86  3.04 
89 3.25 6.81 8.72 79.7 3.02 1.80 
89 - 10.67  8.88 96.70  21.73  3.01 
89 4.85 10.1 12.7 112 2.977  2.54 
100 3.00 9.24 7.26 107.62  21.52  3.41 
100 4.0 12.25  9.61 139.22  27.84  3.37 
114.30  3 10.50  8.25 162.59  28.47  3.94 
114.30  3.65 9.89 12.6 192 3.90 3.37 
114.30  - 13.87  10.89  211.11  36.97  3.91 
114.30  4.50 12.1 15.4 231 3.87 4.07 
114.30  5.40 14.4 18.3 271 3.84 4.77 
140 4.85 16.2 20.5 467 4.77 6.69 
140 5.40 17.8 22.7 514 4.75 7.36 
152 3 13.84  10.87  374.47  49.93  5.26 
152 4 18.34  14.40  489.34  65.24  5.17 
165 4.85 19.2 24.4 784 5.66 9.50 
165 5.40 21.2 27.0 864 5.64 10.4 
216 5.00 26.0 33.1 1852  7.47 17.1 FDEAS 134: 2013 
© EAC 2013  – All rights reserved  19 
 216 6.00 31.1 39.1 2192  7.44 20.2 
216 7.00 36.1 40.0 2521  7.40 23.3 
Table 10 (completed)  FDEAS 134: 2013 
20 © EAC 2013  – All rights reserved  
 
 
Figure 10 ― Zed purlins 
Table 11 — Dimensions and properties for cold zed purlins  
Dimension  A 
cm2 Mass, w,  
kg/m  Axis X -X Axis Y -Y 
A H C t Ix 
cm4 Zx 
cm3 rx 
cm Iy 
cm4 Zy 
cm3 ry 
cm 
50 100 22 2.0 4.44 3.54 70.1 18.81  3.83 33.87  6.8 2.7 
50 115 22 2.0 4.78 3.78 98.24  17.19  4.47 33.89  6.8 2.82 
50 130 22 2.0 5.06 4.02 125.99  19.04  4.94 33.87  6.8 2.56 
50 140 22 2.0 5.28 4.17 157.8  22.6 5.4 33.87  6.8 2.5 
50 150 22 2.0 5.44 4.33 194.14  25.47  5.85 33.87  6.8 2.44 
65 175 22 2.0 6.58 5.17 331.7  37.31  6.97 36.13  10.1 3.04 
50.8 165.1  22.2 2.0  4.65 234.96  28.46  6.30 33.87  6.80 2.38 
50.8 165.1  22.2 2.5 7.5 5.94 278.7  33.78  6.43 33.87  7.59 2.33 
63.5 165.1  22.2 2.5 7.91 6.14 301.50  36.54  6.50 36.79  10.91  2.31 
50.8 177.8  22.2 2.5 7.59 5.90 340.73  38.32  6.72 37.63  7.59 2.23 
63.5 177.8  22.2 2.5 8.23 6.40 389.51  43.81  6.90 67.91  10.91  2.88 
76.2 177.8  22.2 3.0 10.42  8.17 516.52  58.10  7.02 128.58  17.21  3.50 
76.2 254.0  22.2 3.0 13.12  10.30  123.6  97.38  9.70 148.99  19.95  3.37 FDEAS 134: 2013    
 
© EAC 2013  – All rights reserved  21 
  
Figure 11 ― Cold rolled mono rail sections 
Table 12 — Dimensions and properties for cold rolled mono rail sections 
Dimension  t A 
cm2 Mass, 
w, 
kg/m  Axis X -X Axis Y -Y 
B D C C1 E Ix 
cm4 Zx 
cm3 rx 
cm Iy 
cm4 Zy 
cm3 ry 
cm 
57 67 15 10 13.7 3 6.27 4.92 34.34 9.19 2.34 31.63 11.10 2.25 
42 54 12.5 8.0 8.0 2.5 3.97 3.12 14.35 4.46 1.90 11.11 5.29 1.67 
33 34 9.5 6.5 10.5 2 2.22 1.74 3.22 1.65 1.20 3.67 2.22 1.28 
 
 
 
 
 
       
 
Figure 11 ― Bottle sections  
Table 13 — Dimensions and properties for cold rolled bottle section 
D, 
mm W, 
mm Thickness , 
mm Weight , 
kg/m 
94 34 1.2 2.1 
94 34 1.5 2.6 
94 34 2 3.5 
 
FDEAS 134: 2013 
22 © EAC 2013  – All rights reserved  
  
 
 
 
 
Figure 12 ― Door frame 
Table 14 — Dimensions and properties for cold rolled door frame section 
D, 
mm W1, 
mm W2, 
mm Thickness , 
mm Weight , 
kg/m 
130 45 35 1 1.8 
130 45 35 1.2 2.1 
130 45 35 1.5 2.6 
130 45 35 2 3.5 
 
 
 
 
 
Figure 13 ― Cold rolled facia board 
Table 15 — Dimensions and properties for cold rolled facia board section 
A 
mm B 
mm Thickness,  
mm Weight,  
kg/m  
150 30 1.2 13.0 
1.5 15.5 
190 30 1.2 14.3 
1.5 17.3 
200 30 1.2 16.0 
1.5 19.5 
 
FDEAS 134: 2013    
 
© EAC 2013 – All rights reserved