Steel Tables (British) PDF
Steel Tables (British) PDF
                                                                                                                                         B
British Steel, the only UK manufacturer of structural sections, is BES 6001
certified, guaranteeing commitment to responsibly sourced materials.
Our structural sections are CE marked and tested to the highest standards,
providing quality and assurance for the UK construction market.                                                              D d
                                                                                                                                                t
                                                                                                                                    r                   T
Universal Beams (UB) sizes
  Designation     Mass per   Depth    Width     Thickness       Root     Depth     Ratios for local        Second moment                     Radius of
                   metre       of      of                      radius   between       buckling                     of area                   gyration
                             section section   of       of               fillets                                      I                             i
                                               web    flange                       Flange     Web           Axis             Axis       Axis            Axis
x x
                                                                                                                          y
Universal Beams (UB) sizes
   Elastic modulus        Plastic modulus       Buckling    Torsional   Warping    Torsional   Area of    Designation
                                                parameter    index      constant   constant    section
   Axis        Axis       Axis        Axis
                                                                                                          D d
                                                                                                                                         t
                                                                                                                              r                    T
  Designation      Mass per   Depth    Width     Thickness      Root      Depth     Ratios for local   Second moment                  Radius of
                    metre       of      of                      radius   between       buckling               of area                 gyration
                              section section   of       of               fillets                                I                           i
                                                web    flange                       Flange    Web       Axis         Axis         Axis           Axis
x x
                                                                                                                           y
Universal Beams (UB) sizes
   Elastic modulus        Plastic modulus       Buckling    Torsional   Warping    Torsional   Area of    Designation
                                                parameter    index      constant   constant    section
   Axis        Axis       Axis        Axis
                                                                                                          D d
                                                                                                                                       t
                                                                                                                           r                   T
   Designation      Mass per   Depth    Width     Thickness      Root      Depth     Ratios for local   Second moment                 Radius of
                     metre       of      of                      radius   between       buckling                of area                gyration
                               section section    of      of               fillets                                 I                       i
                                                 web    flange                       Flange    Web       Axis          Axis         Axis       Axis
x x
                                                                                                                                                            y
Universal Beams (UB) sizes
   Elastic modulus        Plastic modulus        Buckling    Torsional   Warping        Torsional       Area of                  Designation
                                                parameter      index     constant       constant        section
   Axis        Axis        Axis        Axis
                                                                                  Care has been taken to ensure that the contents of this publication are accurate, but
BRITISHSTEEL.CO.UK/CONSTRUCTION                                                   British Steel Limited and its subsidiaries and associated undertakings (having the meaning
                                                                                  set out in the Companies Act 2006) do not accept responsibility or liability for errors or
                                                                                  information that is found to be misleading.
A | PO Box 1, Brigg Road, Scunthorpe, North Lincolnshire, DN16 1BP
                                                                                  Copyright British Steel 2018
T | +44 (0)1724 404040 E | construction@britishsteel.co.uk
                                                                                  British Steel Limited is registered in England under number 09438207 with registered office
CUBDS:ENG:112018                                                                  at Administration Building, Brigg Road, Scunthorpe, DN16 1BP.
                                                               Sections
                                                               Universal Columns (UC)
                                                                                                       p20 - Advance® UK Columns
  Designation      Mass per   Depth    Width     Thickness       Root     Depth     Ratios for local        Second moment                        Radius of
                    metre       of      of                      radius   between       buckling                      of area                     gyration
                              section section    of      of               fillets                                        I                             i
                                                web    flange
                                                                                    Flange    Web             Axis             Axis      Axis              Axis
x x
   Elastic modulus        Plastic modulus        Buckling    Torsional   Warping       Torsional       Area of            Designation
                                                parameter      index     constant      constant        section
   Axis        Axis        Axis        Axis
                                                                                 Care has been taken to ensure that the contents of this publication are accurate, but
BRITISHSTEEL.CO.UK/CONSTRUCTION                                                  British Steel Limited and its subsidiaries and associated undertakings (having the meaning
                                                                                 set out in the Companies Act 2006) do not accept responsibility or liability for errors or
                                                                                 information that is found to be misleading.
A | PO Box 1, Brigg Road, Scunthorpe, North Lincolnshire, DN16 1BP
                                                                                 Copyright British Steel 2018
T | +44 (0)1724 404040 E | construction@britishsteel.co.uk
                                                                                 British Steel Limited is registered in England under number 09438207 with registered office
CUCDS:ENG:112018                                                                 at Administration Building, Brigg Road, Scunthorpe, DN16 1BP.
                                                               Sections
                                                               Universal Bearing Piles (UBP)
                                                                                                       p20 - Advance® UK Columns
  Designation      Mass per   Depth    Width     Thickness       Root     Depth     Ratios for local       Second moment                       Radius of
                    metre       of      of                      radius   between       buckling                     of area                    gyration
                              section section    of      of               fillets                                       I                           i
                                                web    flange
                                                                                    Flange    Web            Axis             Axis     Axis                 Axis
 203 x 203 x 45      44.9     200.2    205.9    9.5     9.5      10.2     160.8     10.80      16.9         4100              1384     8.46                 4.92
 203 x 203 x 54      53.9     204.0    207.7    11.3    11.4     10.2     160.8      9.11      14.2         5027              1705     8.55                 4.98
 254 x 254 x 63      63.0      247.1   256.6    10.6    10.7     20.0     185.7     12.00      17.5         9097              3019     10.50                6.06
 254 x 254 x 71      71.0     249.7    258.0    12.0    12.0     20.0     185.7     10.80      15.5        10307              3442     10.60                6.10
 254 x 254 x 85      85.1     254.3    260.4    14.4    14.3     20.0     185.7      9.10      12.9         12521             4219     10.60                6.18
 305 x 305 x 79      78.9     299.3    306.4    11.0    11.1     20.0     237.1     13.80      21.6        16700              5329     12.80                7.23
 305 x 305 x 88     88.0       301.7   307.8    12.4    12.3     20.0     237.1     12.50      19.1        18680              5987     12.80                7.26
 305 x 305 x 95      94.9     303.7    308.7    13.3    13.3     20.0     237.1     11.60      17.8        20300              6531     12.90                7.30
 305 x 305 x 110    110.0     307.9    310.7    15.3    15.4     20.0     237.1     10.10      15.5        23818              7712     13.00                7.38
305 x 305 x 126     126.1      312.3   312.9    17.5    17.6     20.0     237.1      8.89      13.5        27663             9005      13.10                7.45
305 x 305 x 149     149.1     318.5    316.0    20.6    20.7     20.0     237.1      7.63      11.5        33322             10914     13.20                7.55
305 x 305 x 186     186.0     328.3    320.9    25.5    25.6     2.0      273.1      6.27      10.7        42254             14138     13.40                7.76
305 x 305 x 223     222.9     337.9    325.7    30.3   30.4      20.0     237.1      5.36      7.8         52954             17583     13.60                7.85
356 x 368 x 109     108.9     346.4    371.0    12.8    12.9     20.0     280.6     14.40      21.9        30977             10989     14.90                8.85
 356 x 368 x 133    133.0     352.0    373.8    15.6    15.7     20.0     280.6     11.90      18.0        38329             13683     15.00                8.95
 356 x 368 x 152    152.0     356.4    376.0    17.8    17.9     20.0     280.6     10.50      15.8        44317             15880     15.10                9.02
 356 x 368 x 174    173.9     361.4    378.5    20.3   20.4      20.0     280.6      9.28      13.8         51355            18467     15.20                9.10
x x
                                                                                                                                          y
Universal Bearing Piles (UBP) sizes
   Elastic modulus        Plastic modulus        Buckling    Torsional   Warping        Torsional       Area of            Designation
                                                parameter      index     constant       constant        section
   Axis        Axis        Axis        Axis
                                                                                  Care has been taken to ensure that the contents of this publication are accurate, but
BRITISHSTEEL.CO.UK/CONSTRUCTION                                                   British Steel Limited and its subsidiaries and associated undertakings (having the meaning
                                                                                  set out in the Companies Act 2006) do not accept responsibility or liability for errors or
                                                                                  information that is found to be misleading.
A | PO Box 1, Brigg Road, Scunthorpe, North Lincolnshire, DN16 1BP
                                                                                  Copyright British Steel 2018
T | +44 (0)1724 404040 E | construction@britishsteel.co.uk
                                                                                  British Steel Limited is registered in England under number 09438207 with registered office
CUBPDS:ENG:112018                                                                 at Administration Building, Brigg Road, Scunthorpe, DN16 1BP.
                                                             Sections
                                                             Parallel Flange Channels (PFC)
                                                                                               p24 - Advance® UK Parallel Flange Channels
                                                                                                                                                   B
British Steel, the only UK manufacturer of structural sections, is BES 6001
certified, guaranteeing commitment to responsibly sourced materials.                                                                               r
Our structural sections are CE marked and tested to the highest standards,
                                                                                                                                      D                      d
providing quality and assurance for the UK construction market.                                                                                        t
                                                                                                                                                   T
 Designation     Mass    Depth     Width      Thickness       Distance   Root   Depth      Ratios for local            Second moment                       Radius
                  per      of        of                          of      radius between       buckling                         of area                       of
                 metre   section   section   of       of        Cy               fillets                                                               gyration
                                             web    flange                                 Flange        Web             Axis               Axis            Axis
 100 x 50 x 10   10.2     100        50      5.0     8.5        1.73      9       65        5.88         13.0            208                32             4.00
 125 x 65 x 15   14.8     125        65      5.5     9.5        2.25      12      82        6.84         14.9            483                80              5.07
 150 x 75 x 18   17.9     150        75      5.5     10.0       2.58      12      106       7.50         19.3            861                131             6.15
 150 x 90 x 24   23.9     150        90      6.5     12.0       3.30      12      102       7.50         15.7            1162               253             6.18
 180 x 75 x 20   20.3     180        75      6.0     10.5       2.41      12      135       7.14         22.5           1370                146             7.27
 180 x 90 x 26   26.1     180        90      6.5     12.5       3.17      12      131       7.20         20.2            1817               277             7.40
 200 x 75 x 23   23.4     200        75      6.0     12.5       2.48      12      151      6.00          25.2           1963                170             8.11
 200 x 90 x 30   29.7     200        90      7.0     14.0       3.12      12      148       6.43         21.1           2523                314             8.16
 230 x 75 x 26   25.7     230        75      6.5     12.5       2.30      12      181      6.00          27.8           2748                181             9.17
 230 x 90 x 32   32.2     230        90      7.5     14.0       2.92      12      178       6.43         23.7           3518                334             9.27
 260 x 75 x 28   27.6     260        75      7.0     12.0       2.10      12      212       6.25         30.3           3619                185            10.10
 260 x 90 x 35   34.8     260        90      8.0     14.0       2.74      12      208       6.43         26.0           4728                353            10.30
 300 x 90 x 41   41.4     300        90      9.0     15.5       2.60      12      245       5.81         27.2            7218               404            11.70
300 x 100 x 46   45.5     300       100      9.0     16.5       3.05      15      237       6.06         26.3           8229                568            11.90
380 x 100 x 54   54.0     380       100      9.5     17.5       2.79      15      315       5.71         33.2          15034                643            14.80
430 x 100 x 64   64.4     430       100      11.0    19.0       2.62      15      362       5.26         32.9          21939                722            16.30
x x
                                                                                                                                                   y
Parallel Flange Channels (PFC) sizes
Radius of    Elastic modulus     Plastic modulus     Buckling    Torsional   Warping     Torsional       Area of            Designation
 gyration                                           parameter        index   constant     constant       section
                                                                               Care has been taken to ensure that the contents of this publication are accurate, but
BRITISHSTEEL.CO.UK/CONSTRUCTION                                                British Steel Limited and its subsidiaries and associated undertakings (having the meaning
                                                                               set out in the Companies Act 2006) do not accept responsibility or liability for errors or
                                                                               information that is found to be misleading.
A | PO Box 1, Brigg Road, Scunthorpe, North Lincolnshire, DN16 1BP
                                                                               Copyright British Steel 2018
T | +44 (0)1724 404040 E | construction@britishsteel.co.uk
                                                                               British Steel Limited is registered in England under number 09438207 with registered office
CPFCDS:ENG:112018                                                              at Administration Building, Brigg Road, Scunthorpe, DN16 1BP.
                                                                   Sections
                                                                   Asymmetric Beams (ASB)
                                                                                                            p26 - Asymmetric Slimflor® Beams
  Designation     Mass      Depth     Width     Width       Thickness        Root     Depth      Ratios for local buckling             Elastic           Second
                   per        of        of         of                       radius between                                             neutral   moment of area
                  metre    section      top     bottom      of       of                fillets    Top     Bottom          Web             axis       Axis             Axis
The elastic and plastic neutral axis position is measured from the upper surface of the beam
* These sections have been specifically developed with thicker webs for improved performance in fire
ye yp
                                                                                                                             x              x            Elastic
                                                                                                                                                          Elastic NA
                                                                                                                                                                  NA
                                                                                                                                                         Plastic
                                                                                                                                                          PlasticNA
                                                                                                                                                                 NA
                                                                                                                                     y
Asymmetric Beams (ASB) sizes
     Elastic modulus            Radius of        Plastic   Plastic modulus      Buckling       Torsional          Warping        Torsional      Area of       Designation
                                 gyration        neutral                       parameter          index           constant       constant       section
  Axis      Axis     Axis     Axis      Axis       axis      Axis      Axis
   x-x       x-x                                position
The elastic and plastic neutral axis position is measured from the upper surface of the beam
* These sections have been specifically developed with thicker webs for improved performance in fire
                                                                                   Care has been taken to ensure that the contents of this publication are accurate, but
BRITISHSTEEL.CO.UK/CONSTRUCTION                                                    British Steel Limited and its subsidiaries and associated undertakings (having the meaning
                                                                                   set out in the Companies Act 2006) do not accept responsibility or liability for errors or
                                                                                   information that is found to be misleading.
A | PO Box 1, Brigg Road, Scunthorpe, North Lincolnshire, DN16 1BP
                                                                                   Copyright British Steel 2018
T | +44 (0)1724 404040 E | construction@britishsteel.co.uk
                                                                                   British Steel Limited is registered in England under number 09438207 with registered office
CASBDS:ENG:112018                                                                  at Administration Building, Brigg Road, Scunthorpe, DN16 1BP.
                                                          Sections
                                                          Equal Angles (EA)
                                                                                             p30 - Advance® UK Angles Equal Angles
   Designation     Mass per   Depth of   Width of Thickness   Root      Toe     Area of   Distance                 Second moment of area
                    metre     section    section              radius   radius   section   to centre
                                                                                          of gravity                                   I
                                                                                                                 Axis                Axis             Axis
    Serial size
     AxAxt                       h          b         s         r1       r2                   C               x-x, y-y               u-u              v-v
                                                                                                               x                                                   x
                                                                                                                       C
                                                                                                                                 C
                                                                                                                   u                                      v
                                                                                                                                     y
Equal Angles (EA) sizes
                                                                                                                               Serial size
 x-x, y-y        u-u           v-v     x-x, y-y           J              Fa                                                      AxAxt
    cm           cm            cm        cm3            cm4                                m2                m2            mm x mm x mm
   3.69         4.69       2.39          29.1           4.44            4.56              0.47             31.87             120 x 120 x 8
   3.67         4.63       2.36         36.0            8.41            3.61              0.47             25.76             120 x 120 x 10
   3.65          4.61          2.35      42.7           14.21           2.99              0.47             21.69             120 x 120 x 12
   3.62         4.58       2.34         52.4           27.04            2.37              0.47             17.60             120 x 120 x 15
   4.62          5.81          2.97     56.9           10.80            4.51              0.59             25.51             150 x 150 x 10
   4.60         5.80       2.95         67.8            18.21           3.77              0.59             21.44             150 x 150 x 12
   4.57          5.77      2.93         83.5           34.62            3.01              0.59             17.36             150 x 150 x 15
   4.54          5.74      2.94         98.8           58.57            2.48              0.59             14.63             150 x 150 x 18
   6.16          7.76      3.94         162.0          56.09            3.85              0.78             16.18            200 x 200 x 16
   6.13          7.75      3.90         181.0          78.95            3.43              0.78             14.46            200 x 200 x 18
   6.11          7.71      3.92         199.0          107.19           3.05              0.78             13.09            200 x 200 x 20
   6.06         7.63       3.90         235.0          181.89           2.50              0.78             11.03            200 x 200 x 24
                                                                                   Care has been taken to ensure that the contents of this publication are accurate, but
BRITISHSTEEL.CO.UK/CONSTRUCTION                                                    British Steel Limited and its subsidiaries and associated undertakings (having the meaning
                                                                                   set out in the Companies Act 2006) do not accept responsibility or liability for errors or
                                                                                   information that is found to be misleading.
A | PO Box 1, Brigg Road, Scunthorpe, North Lincolnshire, DN16 1BP
                                                                                   Copyright British Steel 2018
T | +44 (0)1724 404040 E | construction@britishsteel.co.uk
                                                                                   British Steel Limited is registered in England under number 09438207 with registered office
CEADS:ENG:112018                                                                   at Administration Building, Brigg Road, Scunthorpe, DN16 1BP.
                                                           Sections
                                                           Unequal Angles (UA)
                                                                                                p32 - Advance® UK Angles Unequal Angles
                                                                                                                                             r2
British Steel, the only UK manufacturer of structural sections, is BES 6001
certified, guaranteeing commitment to responsibly sourced materials.
                                                                                                                                             t
Our structural sections are CE marked and tested to the highest standards,                                                         A
providing quality and assurance for the UK construction market.
                                                                                                                                             r1 t    r2
  Designation     Mass    Depth     Width     Thickness   Root      Toe     Area of    Distance to                 Second moment of area
                   per      of        of         of       radius   radius   section centre of gravity
                  metre   section   section     web                                                                                    I
                                                                                                                    x                                                  x
                                                                                                                                                                   Cx
                                                                                                                                                                   Cx
                                                                                                                             u         Cx
                                                                                                                                       Cy                      v
                                                                                                                                             y
Unequal Angles (UA) sizes
         Radius of gyration          Elastic modulus     Angle       Torsional   Equivalent slenderness             Mono-            Designation
                  i                                     axis x-x     constant           coefficient               symmetry
  Axis     Axis       Axis    Axis     Axis     Axis       to                                                        index
                                                        axis y-y                     Min             Max
                                                          tan a                                                                       Serial size
  x-x       y-y       u-u     v-v      x-x      y-y                     J             Fa               Fa               Ya             AxBxt
  cm        cm        cm      cm       cm3      cm3                    cm4                                                        mm x mm x mm
  6.46     2.68       6.65    2.15     93.3     26.3     0.263         10.7         5.26             7.92            13.90         200 x 100 x 10
  6.43     2.67       6.63    2.14    111.0     31.3     0.262         18.0         4.42             6.57            11.50         200 x 100 x 12
  6.40     2.64       6.58    2.12    137.0     38.4     0.260         34.3         3.54              5.17              9.19       200 x 100 x 15
  6.36     4.44       7.05    3.25    119.0     70.5     0.552         20.9         4.43             5.70             6.97         200 x 150 x 12
  6.33     4.40       7.01    3.23    147.0     86.9     0.551         39.9         3.53             4.50             5.55         200 x 150 x 15
  6.29     4.37       6.98    3.22    174.0    103.0     0.549         67.9         2.93             3.72             4.60         200 x 150 x 18
                                                                                 Care has been taken to ensure that the contents of this publication are accurate, but
BRITISHSTEEL.CO.UK/CONSTRUCTION                                                  British Steel Limited and its subsidiaries and associated undertakings (having the meaning
                                                                                 set out in the Companies Act 2006) do not accept responsibility or liability for errors or
                                                                                 information that is found to be misleading.
A | PO Box 1, Brigg Road, Scunthorpe, North Lincolnshire, DN16 1BP
                                                                                 Copyright British Steel 2018
T | +44 (0)1724 404040 E | construction@britishsteel.co.uk
                                                                                 British Steel Limited is registered in England under number 09438207 with registered office
CUADS:ENG:112018                                                                 at Administration Building, Brigg Road, Scunthorpe, DN16 1BP.