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List & Properties of UK Strcutral Steel Shapes

No Sheet Description

UK Basic Shapes1 Universal beams to BS 4 : Part 1: 1993

2 Universal Columns to BS 4: Part 1: 1993

3 Universal Bearing Piles to BS 4: Part 1: 1993

4 Joists ith !aper "langes to BS 4: Part 1: 1993

# Channels to BS 4: Part 1: 1993

$ Parallel "lange Channels

% &'ual (eg )ngles to &* 1++#$,1: 199-- Une'ual (eg )ngles to &* 1++#$,1: 199-

9 .ot "inishe/ Circular .ollo Sections to &* 1+21+,2: 199%

1+ .ot "inishe/ S'uare .ollo Sections to &* 1+21+,2: 199%

11 .ot "inishe/ 0ectangular .ollo Sections to &* 1+21+,2: 199%

12 Col/ "orme/ Circular .ollo Sections to &* 1+219,2: 199%

13 Col/ "orme/ S'uare .ollo Sections to &* 1+219,2: 199%

14 Col/ "orme/ 0ectangular .ollo Sections to &* 1+219,2: 199%

UK "abricate/ Shapes1# Structural !ees Cut rom Universal Beams to BS 4: Part 1: 1993

1$ Structural !ees Cut rom Universal Columns to BS 4: Part 1: 1993

1% Structural !ees Cut orm BS 4: Part 1: 1993 Joists

1- Castellate/ Beams cut rom BS 4: Part 1: 1993 Universal Beams

19 Castellate/ Columns cut rom BS 4: Part 1: 1993 Universal Columns

2+ Castellate/ Joists cut rom BS 4: Part 1: 1993 Joists

21 )smmetric Slimlor Beams

22 Slimlor "abricate/ Beams

verseas Shapes23 )merican Shapes to )S!5 )$6)3$

24 &uropean *arro lange beams to &uronorm -9

2# &uropean i/e "lange Beams in )ccor/ance ith &uronorm #3,$2

2$ JU5B S'uare .ollo Sections to J7S 8313$

ocumentation2% User *otes or Steel1939UK

2- !erms Con/itons o Use

29 0evision .istor

&teel'001202 #om$iled ( )al)*lated b% Te)+no #ons*ltants ,td- De)ember 2000

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Universal Beams to BS4 Part 1 1993 [LL Sections!

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Universal $olumns to BS4 Part 1 1993 [LL Sections!

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UBP

Universal Bearin% Piles to BS4 Part1 1993 [LL Sections!

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oists 'ith (aper )lan%es to BS4 Part 1 1993 [LL Sections!

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.ome cm4 cm4 cm3 cm3

)ll Secti BS6&* n Corus nl BS6&*?Co

1 b c 2#4=2+3=-2 -2 2#4 2+3@2 1+@2 19@9 19@$ 9@% - 1$$@$ 12+2# 22-+ 1+@% 4@$% 94% 224

2 b 2#4=114=3% 3%@1 2#4 114@3 %@$ 12@- 12@4 $@1 - 199@3 #+-2 2$9 1+@4 2@39 4++ 4%@

3 b c 2+3=1#2=#2 #2@2 2+3@2 1#2@4 -@9 1$@# 1#@# %@$ - 133@2 4%9- -1$ -@49 3@# 4%2 1+%

4 b c 1#2=12%=3% 3%@2 1#2@4 12% 1+@4 13@2 13@# $@$ - 94@3 1-1- 3%- $@19 2@-2 239 #9@$

# b c 12%=114=29 29@3 12% 114@3 1+@2 11@# 9@9 4@- - %9@# 9%9 242 #@12 2@#4 1#4 42@3

$ b c 12%=114=2% 2$@- 12% 114@3 %@4 11@4 9@9 # - %9@# 94$ 23$ #@2$ 2@$3 149 41@3

% b 12%=%$=1$ 1$@# 12% %$@2 #@$ 9@$ 9@4 4@$ - -$@# #%1 $+@- #@21 1@% 9+ 1$

- b 114=114=2% 2% 114@3 114@3 9@# 1+@% 14@2 3@2 - $+@- %3$ 224 4@$2 2@## 129 39@2

9 b c 1+2=1+2=23 23 1+1@$ 1+1@$ 9@# 1+@3 11@1 3@2 - ##@2 4-$ 1#4 4@+% 2@29 9#@$ 3+@3

1+ b c 1+2=44=% %@4 1+1@$ 44@# 4@3 $@1 $@9 3@3 - %4@$ 1#3 %@-2 4@+1 +@9+% 3+@1 3@#

11 b c -9=-9=19 19@# --@9 --@9 9@# 9@9 11@1 3@2 - 44@2 3+% 1+1 3@#1 2@+2 $9 22@-

12 b %$=%$=1# 1# %$@2 -+ -@9 -@4 9@4 4@$ - 3-@1 1%2 $+@9 3 1@%- 4#@2 1#@2

13 b c %$=%$=13 12@% %$@2 %$@2 #@1 -@4 9@4 4@$ - 3-@1 1#- #1@- 3@12 1@%9 41@# 13@$

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$hannels to BS 4 Part 1 1993 [LL Sections!

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*+ual Le% n%les to *N 1,,-./10 199 [LL Sections!

Section 5ass 0oot !oe istance Secon/ 5oment 0a/ius &lastic )rea

Section imensions per ra/ius 0a/ius to centre o )rea o 8ration 5o/ulus o

esignation metre o gravit )=is )=is )=is )=is )=is )=is )=is )=is Section

a = a = t a t 5 7= 7 7= 7u 7v r= r >= > )

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*+ual Le% n%les to *N 1,,-./10 199 [LL Sections!

Section 5ass 0oot !oe istance Secon/ 5oment 0a/ius &lastic )rea

Section imensions per ra/ius 0a/ius to centre o )rea o 8ration 5o/ulus o

esignation metre o gravit )=is )=is )=is )=is )=is )=is )=is )=is Sectio

a = a = t a t 5 7= 7 7= 7u 7v r= r >= > )

mm mm


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U&)ngles ser !e

Une+ual n%les to *N 1,,-./10 199 [$2US 2nl Sections!

Section 5ass 0oot !oe istance istance )ngle Secon/ 5oment 0a/ius

Section imensions per ra/ius 0a/ius o centre o centre =,= )=is o )rea o 8ration

esignation metre o gravit o gravit to u,u )=is )=is )=is )=is )=is )=is )=is )=is )=is )=

a = b = t a b t 5

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Section 5ass 0oot !oe istance istance )ngle Secon/ 5oment 0a/ius

Section imensions per ra/ius 0a/ius o centre o centre =,= )=is o )rea o 8ration

esignation metre o gravit o gravit to u,u )=is )=is )=is )=is )=is )=is )=is )=is )=is

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)ll Section BS6&* nl Corus nl BS6&*?Coru

1 b #+ 2# 2@# 3@%# 2@# 2@$9 3@43 1+@4 3@39 1@%4 +@994 4@1$ 2@%1 #@33 3@22

2 b #+ 2# 3 4@# 3 3@1% 4@+4 11@9 3@-3 1@%2 +@9%3 4@%$ 3@+$ $@1- 3@%1

3 b c #+ 3+ 2@# 3@%# 2@# 2@-9 3@$- 11@- #@22 1@%9 1@19 4@%3 3@4- #@92 4@11

4 b c #+ 3+ 3 4@# 3 3@41 4@34 13@$ #@94 1@%% 1@1% #@43 3@9$ $@-- 4@%$

# c #+ 3+ 3@2 4@- 3@2 3@$1 4@$ 14@2 $@2 1@%$ 1@1$ #@$- 4@13 %@2# #

$ c #+ 3+ 3@$ #@4 3@$ 4@+1 #@1 1#@4 $@$% 1@%4 1@14 $@1$ 4@4# %@94 #@4$

% b c #+ 3+ 4 $ 4 4@39 #@#9 1$@# %@+- 1@%2 1@13 $@$ 4@%2 -@#9 #@--

- b c #+ 3+ # %@# # #@2- $@%3 1-@% %@-9 1@$% 1@+- %@49 #@2$ 1+ $@-

9 b c $+ 4+ 2@# 3@%# 2@# 3@$- 4@$- 22@- 12@1 2@21 1@$ %@$1 $@+3 9@32 %@+2

1+ b c $+ 4+ 3 4@# 3 4@3# #@#4 2$@# 13@9 2@1- 1@#- -@-2 $@9# 1+@9 -@19

11 c $+ 4+ 3@2 4@- 3@2 4@$2 #@-- 2%@- 14@$ 2@1- 1@#% 9@2% %@29 11@# -@$4

12 c $+ 4+ 3@$ #@4 3@$ #@14 $@#4 3+@4 1#@9 2@1$ 1@#$ 1+@1 %@93 12@% 9@#

13 b c $+ 4+ 4 $ 4 #@$4 %@19 32@- 1% 2@14 1@#4 1+@9 -@#2 13@- 1+@3

14 b c $+ 4+ # %@# # $@-# -@%3 3-@1 19@# 2@+9 1@# 12@% 9@%% 1$@4 12@2

1# b c $+ 4+ $ 9 $ %@99 1+@2 42@3 21@4 2@+4 1@4# 14@1 1+@% 1-@$ 13@%

1$ b c $+ 4+ $@3 9@4# $@3 -@31 1+@$ 43@4 21@9 2@+2 1@44 14@# 11 19@2 14@2

1% b c -+ 4+ 3 4@# 3 #@29 $@%4 #4@2 1- 2@-4 1@$3 13@$ 9 1%@1 1+@4

1- c -+ 4+ 3@2 4@- 3@2 #@$2 %@1$ #%@2 1-@9 2@-3 1@$3 14@3 9@4$ 1- 11

19 c -+ 4+ 3@$ #@4 3@$ $@2% %@9- $2@- 2+@$ 2@-1 1@$1 1#@% 1+@3 2+ 12@1

2+ b c -+ 4+ 4 $ 4 $@9 -@%9 $-@2 22@2 2@%9 1@#9 1%@1 11@1 21@- 13@2

21 b c -+ 4+ # %@# # -@42 1+@% -+@3 2#@% 2@%4 1@## 2+@1 12@9 2$@1 1#@%

22 b c -+ 4+ $ 9 $ 9@-% 12@$ 9+@# 2-@# 2@$- 1@# 22@$ 14@2 3+ 1%@-

23 b c -+ 4+ $@3 9@4# $@3 1+@3 13@1 93@3 29@2 2@$% 1@49 23@3 14@$ 31@1 1-@4

24 b c -+ 4+ - 12 - 12@# 1$ 1+$ 32@1 2@#- 1@42 2$@# 1$@1 3$@# 21@2

2# c %$@2 #+@- 3 4@# 3 #@$2 %@1$ #$@% 3+ 2@-1 2@+# 14@9 11@- 1-@2 13@%

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32 c %$@2 #+@- - 12 - 13@4 1%@1 113 #% 2@#% 1@-3 29@$ 22@4 39@4 29

33 b c 9+ #+ 3 4@# 3 $@24 %@94 -4@4 33@# 3@2$ 2@+# 1-@- 13@4 23@2 1#@3

34 c 9+ #+ 3@2 4@- 3@2 $@$3 -@44 -9@1 3#@3 3@2# 2@+4 19@- 14@1 24@$ 1$@2

3# c 9+ #+ 3@$ #@4 3@$ %@4 9@42 9-@3 3-@% 3@23 2@+3 21@- 1#@# 2%@2 1-

3$ b c 9+ #+ 4 $ 4 -@1# 1+@4 1+% 41@9 3@21 2@+1 23@- 1$@- 29@- 19@$

3% b c 9+ #+ # %@# # 9@99 12@% 12% 49@2 3@1$ 1@9% 2-@3 19@% 3$ 23@#

3- b c 9+ #+ $ 9 $ 11@- 1# 14# ##@4 3@11 1@92 32@2 22@1 41@$ 2%

39 b c 9+ #+ $@3 9@4# $@3 12@3 1#@$ 1#+ #% 3@1 1@91 33@3 22@- 43@2 2-

4+ b c 9+ #+ - 12 - 1# 19@2 1%4 $4@$ 3@+1 1@-4 3-@$ 2#@- #1@4 32@9

41 b c 1++ #+ 3 4@# 3 $@%1 -@#4 11+ 3$@- 3@#- 2@+- 21@9 14@% 2%@3 1$@-

42 c 1++ #+ 3@2 4@- 3@2 %@13 9@+- 11$ 3-@- 3@#% 2@+% 23@2 1#@# 2-@9 1%@%

43 c 1++ #+ 3@$ #@4 3@$ %@9$ 1+@1 12- 42@$ 3@## 2@+# 2#@$ 1% 32@1 19@$

44 b c 1++ #+ 4 $ 4 -@%- 11@2 14+ 4$@2 3@#3 2@+3 2%@9 1-@# 3#@2 21@#

4# b c 1++ #+ # %@# # 1+@- 13@% 1$% #4@3 3@4- 1@99 33@3 21@% 42@$ 2#@-

4$ b c 1++ #+ $ 9 $ 12@% 1$@2 19+ $1@2 3@43 1@9# 3-@1 24@# 49@4 29@%

4% b c 1++ #+ $@3 9@4# $@3 13@3 1$@9 19% $3 3@42 1@93 39@4 2#@2 #1@3 3+@-

4- b c 1++ #+ - 12 - 1$@3 2+@- 23+ %1@% 3@33 1@-$ 4$ 2-@% $1@4 3$@3

49 b c 1++ $+ 3 4@# 3 %@1- 9@14 124 ##@% 3@$- 2@4% 24@% 1-@$ 3+@2 21@2

#+ c 1++ $+ 3@2 4@- 3@2 %@$3 9@%2 131 #-@- 3@$% 2@4$ 2$@2 19@$ 32 22@4

#1 c 1++ $+ 3@$ #@4 3@$ -@#3 1+@9 14# $4@- 3@$# 2@44 2-@9 21@$ 3#@$ 24@9

#2 b c 1++ $+ 4 $ 4 9@41 12 1#- %+@# 3@$3 2@43 31@$ 23@# 39@1 2%@3

#3 b c 1++ $+ # %@# # 11@$ 14@% 1-9 -3@$ 3@#- 2@3- 3%@- 2%@9 4%@4 32@9

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$# b c 12+ -+ 4 $ 4 11@9 1#@2 3+3 1$1 4@4$ 3@2# #+@4 4+@2 $1@2 4$@1

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%1 b 14+ -+ 4 $ 4 13@2 1$@- 441 1-4 #@12 3@31 $2@9 4$ %%@1 #2@2

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%3 b 14+ -+ $ 9 $ 19@3 24@$ $21 2## #@+3 3@22 --@% $3@- 111 %4@4

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%# b 14+ -+ - 12 - 2#@1 32 %%$ 314 4@93 3@14 111 %-@# 141 94@1

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