product catalogue desert star steel trading llc
TRANSCRIPT
Desert Star Steel Trading LLC
PILLARS OF STRENGTH
Steel Aluminum Stainless Galvanized
YEAREXCELLENCE
PRODUCT CATALOGUE
P R O F I L E
001
PILLARS OF STRENGTH
DSST Steel was formed i nto an establishment in 2001 with its head office based in Abu Dhabi and l has endeavoured over the years. The company aims to exceed customer expectations by offering sustainable solutions to the building construction and engineering industry. DSST Steel is managed by a team of professionals with decades of experience in global trading operations. Our local presence supports the development of close relations with our business partners while our international network brings together buyers and sellers of commodities in different parts of the world. This allows us to offer global solutions to customers who are building up operations around the world.
The world of DSST Steel is one without boundaries - growing, changing and challenging, a world that embraces different skills, continuous innovation, sustainable growth and a better quality of life. DSST STEEL has undoubtedly proven itself as the benchmark of quality and innovation in the construc-tion, engineering and fabrication industries, providing suitable solutions to contractors & fabricators and the oil and gas field industry in the supply of steel and aluminium products.
Q U A L I T Y P O L I C Y A C C R E D I TAT I O N
003002
PILLARS OF STRENGTH PILLARS OF STRENGTH
Production and on time delivering quality products that conform to our customers’ requirementsContinually improving our systems and processes by value addition and product development through innovationUp gradation of relevant technology for continuing suitability to the changing needs of the organisation and ensure training and development of the employeesInvolving all employees for implementing and continual-ly improving the effectiveness of the quality manage-ment systemPeriodically reviewing the policy and quality objectives and communicating across the organisation to align with the business requirementsTraining and motivating all employees to ensure that the entire corporation is equipped and capable of achieving qualityobjectives
DSST Steel is committed for customers’ satisfaction for all its stakeholders to reach to the leading position in each segment of its products by :
004 005
PILLARS OF STRENGTH PILLARS OF STRENGTH
007
PILLARS OF STRENGTH PILLARS OF STRENGTH
I N D E X
JIS ChannelsEuropean Standard Channels (UPN)Parallel Flange Channels (PFC)
MS Equal Angles
Products
034041043061067073075
079080082
083
090
026
Page No.
Universal BeamsUniversal ColumnsAmerican Wide Flange BeamsEuropean Beams (HE/HEA)European Beams (IPE)European Beams (IPN)JIS Wide Flange Shape
MS Unequal Angles
Rectangular Hollow Sections
006
Square Hollow Sections 020
HFIW Black & Galvanized Pipes 009
Products Page No.I N D E X
Hot Rolled Plates 095
Chequered Plates 108
Coils & Sheets (Galvanized/ Cold
Rolled/ Hot Rolled/ Aluminium)
104
Expanded Metal 111
Mild Steel Gratings 109
096
098
100
MS Round & Square Bars
MS Shafting/ Bright Bars
MS Flats
PILLARS OF STRENGTH PILLARS OF STRENGTH
B L A C K & H OT D I P P E DG A LVA N I Z E D S T E E L P I P E S
TubeSize
Inch Black S/S BarNB Min Max
Wall Pressure
T
Y
P
E
-
L
1/2”
3/4”
1”
1 1/4”
1 1/2”
2“
2 1/2”
3”
3 1/2”
4”
5”
6”
1/2”
3/4”
1”
1 1/4”
1 1/2”
2“
2 1/2”
3”
4”
1/2“
3/4”
15
20
25
32
40
50
65
80
90
100
125
150
15
20
25
32
40
50
65
80
100
15
20
21.0
26.4
33.2
41.9
47.8
59.6
75.2
87.9
100.3
113.0
138.5
162.9
21.0
26.4
33.2
41.9
47.8
59.6
75.2
87.9
113.0
21.0
26.4
21.7
27.1
34.0
42.7
48.6
60.7
76.0
88.7
101.2
113.9
140.8
166.5
21.7
27.1
34.0
42.7
48.6
60.7
76.0
89.4
114.9
21.4
26.9
2.3
2.3
2.9
2.9
2.9
3.2
3.2
3.2
3.6
3.6
4.5
4.5
2.3
2.3
2.9
2.9
2.9
3.2
3.2
3.6
4.0
2.0
2.3
1.08
1.40
2.20
2.82
3.25
4.51
5.75
6.76
8.70
9.83
15.00
17.80
1.08
1.39
2.20
2.82
3.24
4.49
5.73
7.55
10.80
0.947
1.38
1.09
1.41
2.22
2.85
3.29
4.58
5.87
6.93
8.88
10.1
15.5
18.4
1.09
1.40
2.22
2.85
3.28
4.56
5.85
7.72
11.1
0.956
1.39
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
T
Y
P
E
-
L1
T
Y
SPECIFICATION FOR STANDARD SIZESEN 10255 : 2004 + A1 : 2007 FORBLACK AND HOT DIPPED GALVANIZED STEEL PIPES
008
PILLARS OF STRENGTH PILLARS OF STRENGTH
TubeSize
Inch Black S/S BarNB Min Max
Wall Pressure
P
E
-
L2
1”
1 1/4”
1 1/2”
2“
2 1/2”
3”
4”
1/2”
3/4”
1”
1 1/4”
1 1/2”
2“
2 1/2”
3”
4”
5”
6”
1/2“
3/4”
1“
1 1/4”
1 1/2”
2“
25
32
40
50
65
80
100
15
20
25
32
40
50
65
80
100
125
150
15
20
25
32
40
50
33.2
41.9
47.8
59.6
75.2
87.9
113.0
21.1
26.5
33.3
42.0
47.9
59.7
75.3
88.0
113.1
138.5
163.9
21.1
26.5
33.3
42.0
47.9
59.7
33.8
42.5
48.4
60.2
76.0
88.7
113.9
21.8
27.3
34.2
42.9
48.8
60.8
76.6
89.5
115.0
140.8
166.5
21.8
27.3
34.2
42.9
48.8
60.8
2.6
2.6
2.9
2.9
3.2
3.2
3.6
2.6
2.6
3.2
3.2
3.2
3.6
3.6
4.0
4.5
5.0
5.0
3.2
3.2
4.0
4.0
4.0
4.5
1.98
2.54
3.23
4.08
5.71
6.72
9.75
1.21
1.56
2.41
3.10
3.56
5.03
6.42
8.36
12.2
16.6
19.8
1.44
1.87
2.93
2.79
4.37
6.19
2.00
2.57
3.27
4.15
5.83
6.89
10.00
1.22
1.57
2.43
3.13
3.6
5.1
6.54
8.53
12.5
17.1
20.4
1.45
1.88
2.95
3.82
4.41
6.26
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
M
E
D
I
U
M
HEAVY
SPECIFICATION FOR STANDARD SIZESEN 10255 : 2004 + A1 : 2007 FORBLACK AND HOT DIPPED GALVANIZED STEEL PIPES
009
TubeSize
Inch Black S/S BarNB Min Max
Wall Pressure
2 1/2”
3”
4”
5”
6”
65
80
100
125
150
75.3
88.0
113.1
138.5
163.9
76.6
89.5
115.0
140.8
166.5
4.5
5.0
5.4
5.4
5.4
7.93
10.3
14.5
17.9
21.3
8.05
10.5
14.8
18.4
21.9
50
50
50
50
50
SPECIFICATION FOR STANDARD SIZESEN 10255 : 2004 + A1 : 2007 FORBLACK AND HOT DIPPED GALVANIZED STEEL PIPES.
Tolerance
1. Outside Diameter
2. Staightness
3. Mass
4. Thickness
5. Ends
6. Chemical Composition
7. Mechanical Properties
: As per the above table
010
PILLARS OF STRENGTH PILLARS OF STRENGTH
SPECIFICATION FOR STANDARD SIZESEN 10255 : 2004 + A1 : 2007 FORBLACK AND HOT DIPPED GALVANIZED STEEL PIPES.
8. Flattening Test
9. Bend Test
10. Leak Tightness
Test
11. Zinc Coating
12. Threading
13. Marking
011
SPECIFICATION FOR STANDARD SIZESEN 10255 : 2004 + A1 : 2007 FORBLACK AND HOT DIPPED GALVANIZED STEEL PIPES.
14. Packing
15. Color Coading
16. Mill Test
: Hexagonal Type
: For Type L --- Green
For Type L1 --- White
For Type L2 --- Brown
For Heavy --- Red
For Medium --- Blue
We can issue a MTC, Certifying that the tubes supplied comply
with this standard.
012
PILLARS OF STRENGTH PILLARS OF STRENGTH
Des
ignat
ion
OD
(Min
imum
)
Inch
NB(
mm
)In
chm
m
OD
(Max
imum
)W
all T
hick
ness
Pres
sure
EG
r. A
Inch
mm
Inch
mm
Lb./F
t.Kg
./Mtr.
Lb./F
t.Kg
./Mtr.
PSI
Wei
ght
Tube
(Pla
in E
nd)
Wei
ght o
f the
(SS)
Piec
esPe
rBu
ndle
SPEC
IFIC
IATI
ON
FO
R ST
AN
DARD
SIZ
ES
EXTR
ACT
S FR
OM
AST
M A
53 G
R-A
SCH
EDU
LE -
40FO
R BL
ACK
AN
D G
ALV
AN
IZED
STE
EL P
IPES
1/2"
3/4" 1"
1 1/
4"1
1/2"
2"2
1/2"
3"
3 1/
2"
4" 5" 6" 8" 10"
12"
15 20 25 32 40 50 65 80 90 100
125
150
200
250
300
0.82
21.
035
1.30
01.
645
1.88
52.
350
2.85
03.
460
3.96
0
4.45
0
5.50
7
6.56
0
8.56
2
10.6
69
12.6
37
0.10
90.
113
0.13
30.
140
0.14
50.
154
0.20
30.
216
0.22
6
0.23
7
0.25
8
0.28
0
0.32
2
0.36
5
0.40
6
2.77
2.87
3.38
3.56
3.68
3.91
5.16
5.49
5.74
6.02
6.55
7.11
8.18
9.27
10.3
1
0.85
01.
130
1.68
02.
270
2.72
03.
660
5.80
07.
580
9.12
010
80 014
.63
018
.99
0
28.5
8
40.5
2
53.5
7
1.27
1.69
2.50
3.39
4.05
5.44
8.63
11.2
9
13.5
7
16.0
7
21.7
7
28.2
6
42.5
5
60.2
9
79.7
0
700
700
700
1200
1200
2300
2500
2220
2030
1900
1670
1520
1340
1220
1150
0.86
01.
140
1.69
02.
280
2.74
03.
680
5.85
07.
680
9.27
0
10.9
20
14.9
00
19.3
40
-- -- --
1.27
1.69
2.50
3.40
4.04
5.46
8.67
11.3
5
13.7
1
16.2
3
22.0
7
28.5
8
-- -- --
120
84 60 42 36 26 18 14 12 10 7 7 4 4 2
20.9
026
.30
33.0
041
.80
47.9
059
.70
72.3
088
.00
100.
60
113.
20
139.
90
166.
60
217.
50
271.
00
321.
00
0.85
41.
070
1.33
01.
680
1.92
02.
400
2.90
03.
530
4.04
0
4.54
0
5.62
0
6.69
0
8.70
10.8
26
12 . 8
5 4
21.7
027
.10
33.8
042
.60
48.7
060
.90
73.7
089
.80
102.
6 0
115.
40
142.
7 0
169.
9 8
221.
00
275.
0 0
326.
5 0
013
SPEC
IFIC
IATI
ON
FO
R ST
AN
DARD
SIZ
ES
EXTR
ACT
S FR
OM
AST
M A
53 G
R-A
SCH
EDU
LE -
40FO
R BL
ACK
AN
D G
ALV
AN
IZED
STE
EL P
IPES
b) O
n D
iamet
erFo
r NPS
11/
2" &
und
er a
ny p
oint
shall
not
var
y m
ore
than
± 0
.4 m
m. F
or N
PS 2
" & a
bove
shall
no
t var
y m
ore
than
± 1
% fro
m th
e st
anda
rd sp
ecifi
ed
c) W
eigh
tTh
e w
eigh
t of t
he p
ipe
shall
not
mor
e th
an ±
10 %
of t
he sp
ecifi
ed w
eigh
t.
a) 1
1/2
" and
belo
w si
ze -
b) 2
' and
ove
r size
End
finish
shall
be
at th
e op
tion
of m
anuf
actu
rer w
hich
is n
omin
ally
squa
re c
ut w
ith th
e ax
isof
tube
and
free
from
exc
essiv
e
Beve
lled
with
end
s bev
eled
to a
n an
gle o
f 30,
+ 5
/ -0
degr
ee m
easu
red
from
a li
nepe
rpen
dicu
lar to
the
axis
of th
e pi
pe w
ith a
root
face
of 1
.6 m
m ±
0.8
mm
.
2" a
nd a
bove
Inte
rnal
bead
s to
be re
mov
ed c
ompl
etel
y.
C -
0.25
%, M
n - 0
.95%
, S -
0.04
5%, P
- 0.
050%
, Cu
- 0.4
0%, N
i - 0
.40%
,C
r - 0
.40%
, Mo
- 0.1
5% &
V -
0.08
% (C
u+N
i+C
r+M
o+V=
1.0%
max
.)
Yiel
d St
reng
th-2
05 N
/mm
2,Te
nsile
Str
engt
h-33
0 N
/mm
2, El
onga
tion-
24-3
6%
Appl
icabl
e to
tube
s upt
o an
d in
cludi
ng n
omin
al siz
e of
50
mm
Whe
n or
derd
for c
lose
coi
ling
bend
up
to 1
80 d
egre
es a
roun
d a
cylin
drica
l man
drel
,The
diam
eter
of
whi
ch is
8 ti
mes
the
OD
of p
ipe.
Bend
up
to 9
0 de
gree
aro
und
a cy
lindr
ical m
andr
el, t
he d
iamet
er is
12
times
the
OD
of p
ipe.
:N
o C
rack
at a
ny p
ortio
n an
d no
ope
n in
the
wel
d.
3. In
tern
al
Deb
eadi
ng
4. C
hem
ical
Co
mpo
sitio
n (%
Max
)
5. M
echa
nica
l (M
in)
6. B
end
Test
a)
b)
1. T
olle
renc
ea)
On T
hick
ness
014
PILLARS OF STRENGTH PILLARS OF STRENGTH
SPEC
IFIC
IATI
ON
FO
R ST
AN
DARD
SIZ
ES
EXTR
ACT
S FR
OM
AST
M A
53 G
R-A
SCH
EDU
LE -
40FO
R BL
ACK
AN
D G
ALV
AN
IZED
STE
EL P
IPES
11. B
lack
Var
nish
Tube
s are
uni
form
ly va
rnish
ed e
xter
nally
ove
r the
ir fu
ll le
ngth
.
Aver
age
550
Gm
/mm
2 bu
t one
side
shou
ld n
ot b
e le
ss th
an 4
90 G
m/n
nnn2
.Fr
ee fr
om b
are
Spot
,Blac
k sp
ot,ro
ugh,
over
coat
ing,
Peel
off
or a
nyot
her s
urfac
e de
fect
.10
. Zin
c Co
atin
g
11. T
hrea
ding
For 1
/2" &
3/4
" - 1
4 Tpi
, 1" T
o 2"
- 11
.5 T
pi A
nd 2
1/2
" To
6" -
8tpi
.C
heck
With
Sta
ndar
d As
tm R
ing A
nd P
lug
Gau
ges.
12. M
arki
ngW
e ca
n do
on
line
sten
cilin
g as
per
this
stan
adrd
& a
s per
cus
tom
er n
eeds
at o
ne m
eter
inte
rval
13. P
acki
ngH
exag
onal
Type
14. M
ill T
est C
ertifi
cate
We
can
issue
a M
TC,ce
rtify
ing
that
the
tube
s sup
plie
d co
mpl
y w
ith th
is AS
TM A
53
Stan
dard
On
line
ND
T(Ed
dy C
urre
nt)
Hyd
ro te
stin
g at
pre
ssur
e as
per
abo
ve Ta
ble
and
hold
ing
time
Min
. 5 se
cond
.8.
Lea
k Ti
ghtn
ess T
est
a) b)
Appl
icabl
e to
tube
s gre
ater
than
nom
inal
sizes
of 5
0 m
m &
wel
d lo
cate
d 0/
90 d
egre
e fro
m li
ne o
fdi
rect
ion
of fo
rce.
8. F
latt
enin
g Te
st
For w
eld
duct
ility
until
2/3
of o
utsid
e di
a of
spec
imen
tube
.Fo
r duc
tility
of s
teel
unt
il 1/
3 of
out
side
dia
of sp
ecim
en tu
be.
Stag
e -1
Stag
e -2
Stag
e -3
015
Des
ignat
ion
OD
(Min
imum
)
Inch
NB(
mm
)In
chm
m
OD
(Max
imum
)W
all T
hick
ness
Pres
sure
EG
r. A
Inch
mm
Inch
mm
Lb./F
t.Kg
./Mtr.
Lb./F
t.Kg
./Mtr.
PSI
Wei
ght
Tube
(Pla
in E
nd)
Wei
ght o
f the
(SS)
Piec
esPe
rBu
ndle
SPEC
IFIC
IATI
ON
FO
R ST
AN
DARD
SIZ
ESA
STM
A53
GR-
B SC
HED
ULE
- 40
FOR
BLA
CK A
ND
HOT
DIP
PED
GA
LVA
NIZ
ED S
TEEL
PIP
ES
1/2"
3/4" 1"
1 1/
4"1
1/2"
2"2
1/2"
3"
3 1/
2"
4" 5" 6" 8" 10"
12"
15 20 25 32 40 50 65 80 90 100
125
150
200
250
300
0.82
21.
035
1.30
01.
645
1.88
52.
350
2.85
03.
460
3.96
0
4.45
0
5.50
7
6.56
0
8.56
2
10.6
69
12.6
37
0.10
90.
113
0.13
30.
140
0.14
50.
154
0.20
30.
216
0.22
6
0.23
7
0.25
8
0.28
0
0.32
2
0.36
5
0.40
6
2.77
2.87
3.38
3.56
3.68
3.91
5.16
5.49
5.74
6.02
6.55
7.11
8.18
9.27
10.3
1
0.85
01.
130
1.68
02.
270
2.72
03.
660
5.8 0
07.
580
9.12
010
.80
014
.63
018
.99
0
28.5
8
40.5
2
53.5
7
1.27
1.69
2.50
3.39
4.05
5.44
8.63
11.2
9
13.5
7
16.0
7
21.7
7
28.2
6
42.5
5
60.2
9
79.7
0
700
700
700
1300
1300
2500
2500
2500
2370
2210
1950
1780
1570
1430
1340
0.86
01.
140
1.69
02.
280
2.74
03.
680
5.85
07.
680
9.27
010
.92
014
.90
019
.34
0 -- -- --
1.27
1.69
2.50
3.40
4.04
5.46
8.67
11.3
5
13.7
1
16.2
3
22.0
7
28.5
8
-- -- --
120
84 60 42 36 26 18 14 12 10 7 7 4 4 2
20.9
026
.30
33.0
041
.80
47.9
059
.70
72.3
088
.00
100.
60
113.
20
139.
90
166.
60
217.
50
271.
00
321.
00
0.85
41.
070
1.33
01.
680
1.92
02.
400
2.90
03.
530
4.04
0
4.54
0
5.62
0
6.69
0
8.70
10.8
26
12.8
5 4
21.7
027
.10
33.8
042
.60
48.7
060
.90
73.7
089
.80
102.
6 0
115.
40
142.
7 0
169.
9 8
221.
00
275.
0 0
326.
5 0
Des
ignat
ion
OD
(Min
imum
)
Inch
NB(
mm
)In
chm
m
OD
(Max
imum
)W
all T
hick
ness
Pres
sure
EG
r. A
Inch
mm
Inch
mm
Lb./F
t.Kg
./Mtr.
Lb./F
t.Kg
./Mtr.
PSI
Wei
ght
Tube
(Pla
in E
nd)
Wei
ght o
f the
(SS)
Piec
esPe
rBu
ndle
016
PILLARS OF STRENGTH PILLARS OF STRENGTH
SPEC
IFIC
IATI
ON
FO
R ST
AN
DARD
SIZ
ESA
STM
A53
GR-
B SC
HED
ULE
- 40
FOR
BLA
CK A
ND
HOT
DIP
PED
GA
LVA
NIZ
ED S
TEEL
PIP
ES
c) O
n Wei
ght
The
wei
ght o
f the
pip
e sh
all n
ot m
ore
than
±10
% o
f the
spec
ified
wei
ght.
a) 1
1/2
" and
belo
w si
ze -
b) 2
' and
ove
r size
End
finish
shall
be
at th
e op
tion
of m
anuf
actu
rer w
hich
is n
omin
ally
squa
re c
ut w
ith th
e ax
isof
tube
and
free
from
exc
essiv
e bu
rrs.
Beve
lled
with
end
s bev
eled
to a
n an
gle o
f 30,
+ 5
/ -0
degr
ee m
easu
red
from
a li
ne p
erpe
ndicu
larto
the
axis
of th
e pi
pe w
ith a
root
face
of 1
.6 m
m ±
0.8
mm
.
2. E
nds
2" a
nd a
bove
Inte
rnal
bead
s to
be re
mov
ed c
ompl
etel
y.3.
Inte
rnal
Deb
eadi
ng
Wel
d Se
am o
f the
ERW
Pip
e in
Gra
de B
shall
be
heat
trea
ted
after
wel
ding
to a
min
imum
tem
pret
ure
of 5
40° C
, so
that
no
unte
mpr
ed m
arte
nsite
rem
ains
4. H
eat
Tret
met
ifs
C -
0.30
%, M
n - 1
.20%
, S -
0.04
5%, P
- 0.
050%
, Cu
- 0.4
0%, N
i - 0
.40%
,C
r - 0
.40%
, Mo
- 0.1
5% &
V -
0.08
% (C
u+N
i+C
r+M
o+V=
1 .0
% m
ax.)
5, C
hem
ical
Com
posit
ion
(% M
ax)
6. M
echa
nica
l (M
in)
Yiel
d St
reng
th-2
40 N
/mm
2,Te
nsile
Str
engt
h-41
5 N
/mm
2,El
onga
tion-
19-3
0%
1. T
olle
renc
ea)
On T
hick
ness
For N
PS 1
1/2"
& u
nder
any
poi
nt sh
all n
ot v
ary
mor
e th
an ±
0.4
mm
. For
NPS
2" &
abo
ve sh
all
Appl
icabl
e to
tube
s upt
o an
d in
cludi
ng n
omin
al siz
e of
50
mm
Whe
n or
derd
for c
lose
coi
ling
bend
up
to 1
80 d
egre
es a
roun
d a
cylin
drica
l man
drel
,The
diam
eter
of w
hich
is 8
tim
es th
e O
D o
f pip
e.
7. B
end
Test
a)b) O
n D
iamet
er
017
SPEC
IFIC
IATI
ON
FO
R ST
AN
DARD
SIZ
ESA
STM
A53
GR-
B SC
HED
ULE
- 40
FOR
BLA
CK A
ND
HOT
DIP
PED
GA
LVA
NIZ
ED S
TEEL
PIP
ES
10. B
lack
Var
nish
Tube
s are
uni
form
ly va
rnish
ed e
xter
nally
ove
r the
ir fu
ll le
ngth
.
Aver
age
550
Gm
/mm
2 bu
t one
side
shou
ld n
ot b
e le
ss th
an 4
90 G
m/n
nnn2
.Fr
ee fr
om b
are
Spot
,Blac
k sp
ot,ro
ugh,
over
coat
ing,
Peel
off
or a
nyot
her s
urfac
e de
fect
.11
. Zin
c Co
atin
g
12. T
hrea
ding
For 1
/2" &
3/4
" - 1
4 Tpi
, 1" T
o 2"
- 11
.5 T
pi A
nd 2
1/2
" To
6" -
8tpi
.C
heck
With
Sta
ndar
d As
tm R
ing A
nd P
lug
Gau
ges.
13. M
arki
ng: W
e ca
n do
on
line
sten
cilin
g as
per
this
stan
adrd
& a
s per
cus
tom
er n
eeds
at o
ne m
eter
inte
rval
14. P
acki
ngH
exag
onal
Type
15. M
ill T
est C
ertifi
cate
We
can
issue
a M
TC,ce
rtify
ing
that
the
tube
s sup
plie
d co
mpl
y w
ith th
is AS
TM A
53
Stan
dard
On
line
ND
T(Ed
dy C
urre
nt)
Hyd
ro te
stin
g at
pre
ssur
e as
per
abo
ve Ta
ble
and
hold
ing
time
Min
. 5 se
cond
.9.
Lea
k Ti
ghtn
ess T
est
a) b)b)Be
nd u
p to
90
degr
ee a
roun
d a
cylin
drica
l man
drel
, the
diam
eter
is 1
2 tim
es th
e O
D o
f pip
e.N
o C
rack
at a
ny p
ortio
n an
d no
ope
n in
the
wel
d.
Appl
icabl
e to
tube
s gre
ater
than
nom
inal
sizes
of 5
0 m
m &
wel
d lo
cate
d 0/
90 d
egre
e fro
m li
ne o
fdi
rect
ion
of fo
rce.
8. F
latt
enin
g Te
st
For w
eld
duct
ility
until
2/3
of o
utsid
e di
a of
spec
imen
tube
.Fo
r duc
tility
of s
teel
unt
il 1/
3 of
out
side
dia
of sp
ecim
en tu
be.
Stag
e -1
Stag
e -2
Stag
e -3
018
PILLARS OF STRENGTH
S Q U A R EH O L LO W S E C T I O N S
020
SQUARE HOLLOW SECTIONS
Thickness
mm
Size
mmH x B T
Mass
kg/mM
25 x 25
EN 10219 - 1 & 2 : 2006
30 x 30
40 x 40 2.893.413.614.395.205.28
2.53.03.24.04.95.0
1.21.51.82.02.32.53.0
0.871.061.251.361.531.641.89
1.21.51.82.02.53.04.0
1.061.301.531.682.032.362.94
6.38.0
8.0 15.0
50 x 50 2.53.03.24.04.95.06.06.3
3.684.354.625.646.746.857.998.31
70 x 70 3.03.23.64.04.95.06.06.37.1
6.246.637.408.159.819.9911.812.313.6
65 x 65 2.02.53.0
3.9429.5735.49
2.53.04.05.06.0
5.566.608.5910.5012.30
75 x 75
3.03.24.04.9
5.295.626.908.28
60 x 60
10.312.5
5.06.0
8.429.87
80 x 80 3.23.64.04.95.05.66.0
7.638.539.4111.411.612.813.6
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
PILLARS OF STRENGTH PILLARS OF STRENGTH
021
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
100 x 100 3.64.04.95.05.66.06.37.18.010.0
10.811.914.414.716.317.418.220.322.627.4
90 x 90 3.64.04.95.05.66.06.37.18.0
9.6610.712.913.114.615.516.218.120.1
6.3 14.27.1 15.8
120 x 120 4.04.95.05.66.06.37.18.08.810.0
12.012.5
14.417.517.819.921.222.224.727.630.133.7
39.540.9
9.4911.3114.9018.3021.7027.7030.60
2.53.04.05.06.08.09.0
125 x 125
140 x 140 4.95.05.66.06.37.18.08.810.012.012.5
20.621.023.424.926.129.232.635.640.047.048.7
8.810.012.0
38.443.150.8
4.95.05.66.06.37.18.0
22.122.625.126.828.131.435.1
150 x 150
SQUARE HOLLOW SECTIONSEN 10219 - 1 & 2 : 2006
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
022
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
250 x 250 5.05.66.06.3
38.342.745.747.9
300 x 300 54.772.888.4109.2144.0
6.08.010.012.016.07.1 38.1
12.012.5
14.216.0
88.591.9
103115
180 x 180 5.05.66.06.3
14.216.0
63.370.2
27.330.432.534.0
160 x 160 5.05.66.06.3
24.126.928.730.1
7.18.0
8.810.012.012.5
33.737.6
41.146.354.656.6
200 x 200
200 x 200 5.05.66.0
30.433.936.2
8.810.012.012.514.216.0
6.37.18.0
52.258.869.672.381.190.3
38.042.647.7
8.010.012.0
84.93106.0127.4
350 x 350
8.010.012.016.0
97.0121.3145.6194.7
400 x 400
12.516.0††
52.765.2
14.216.0
72.280.2
8.08.810.012.012.5
42.746.752.562.164.4
SQUARE HOLLOW SECTIONSEN 10219 - 1 & 2 : 2006
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
PILLARS OF STRENGTH PILLARS OF STRENGTH
Cha
ract
eris
tic
Che
mic
al C
ompo
siti
on
Tole
ranc
es :
Squa
re H
ollo
w S
ecti
ons
Out
Sid
e D
imen
sions
(B)
Thick
ness
Con
cavit
y/ C
anve
xity
Squa
rene
ss o
f Sid
e
Twist
Stra
ightn
ess
Mas
s Per
Uni
t Len
gth
Gra
deC
hem
ical
com
posi
tion
% m
ax.
CS2
35JR
H
S275
J0H
S275
J2H
0.17
0.20
0.20
Si -- -- --
Mn
1.40
1.50
1.50
P0.
040
0.03
5
0.03
0
S0.
040
0.03
5
0.03
0
NC
arbo
nEq
uiva
lent
(CEV
)0.
17
0.20
0.20
0.35
0.40
0.40
SPEC
IFIC
IATI
ON
FO
R ST
AN
DARD
SIZ
ES
EN 1
0219
-1&
2:20
06 S
QU
ARE
HO
LLO
W S
ECTI
ON
S
B<10
0
1001
3200
B>20
0
± 1%
with
a m
in. ±
0.5
mm
± 0.
8%
± 0.
6%
± 10
% fo
r thi
ckne
ss 5
5,0
mm
& ±
0.5
mm
for T
hick
ness
>5.
0mm
Max
. 0.8
% w
ith a
min
. of 0
.5m
m
90° ±
1°
-156
.0m
m -
1.6T
to 2
.4T,
6.0
<-15
10.0
mm
- 2.
0T to
3.0
T, T>
10.0
mm
- 2.
4T to
3.6
T
2.0
mm
+ 0
.5m
m/m
leng
th
0.15
% of
tota
l len
gth
and
3.0
mm
ove
r any
1m
leng
th
± 6%
on
indi
visua
l del
ivere
d le
ngth
Side
Leng
th (m
m)
Tole
ranc
e
023
Carb
on E
quiv
alen
t : M
ax c
arbo
n eq
uiva
lent
shall
be
CEV
= C
+ (M
n / 6
) + (C
r + M
o +
V) /
5 +
(Ni +
Cu)
/ 15
MEC
HA
NIC
AL
PRO
PERT
IES
WO
RKM
AN
SHIP
-Fre
e fro
m o
verla
p, La
min
atio
n,to
ol/ro
ll m
arks
,pin
hol
es,o
pen
seam
& o
ther
har
mfu
l def
ect.
PACK
ING-
Box T
ype
MIL
L TE
ST C
ERTI
FICA
TE-W
e ca
n iss
ue a
MTC
, Cer
tifyin
g th
at th
e tu
bes s
uppl
ied
com
ply
with
this
stan
dard
.
S355
J0H
S355
J2H
0.22
0.22
0.55
0.55
1.60
1.60
0.03
5
0.03
0
0.03
5
0.03
0
0.00
9
--
0.45
0.45
S235
JRH
S275
J0H
S275
J2H
S355
J0H
S355
J2H
235
275
275
355
355
360-
510
430-
580
430-
580
510-
680
510-
680
360-
510
410-
560
410-
560
470-
630
470-
630
24 20 20 20 20
27 -- 27
-- 27 -- 27 --
-- 27 -- 27 --
SPEC
IFIC
IATI
ON
FO
R ST
AN
DARD
SIZ
ES
EN 1
0219
-1&
2:20
06 S
QU
ARE
HO
LLO
W S
ECTI
ON
S
Gra
deM
in.
Yiel
d St
reng
th R
oh(M
pa)
Tens
ile S
tren
gth
Rm (M
Pa)
Thk<
3 m
mTh
1.3
mm
Elon
gatio
n %
Min
.-2
0°C
0°C
20°C
Min
. Impa
ct E
nerg
y(J)
024
R E C TA N G U L A RH O L LO W S E C T I O N S
PILLARS OF STRENGTH
026
2.893.413.614.395.205.28
RECTANGULAR HOLLOW SECTIONS
Thickness
mm
40 x 20
50 x 25
50 x 30
EN 10219 - 1 & 2 : 2006
1.21.51.82.02.53.0
1.51.82.02.53.04.0
2.53.03.24.04.95.0
1.061.301.531.682.032.36
1.651.952.153.073.88
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
60 x 30 1.51.82.02.53.04.0
2.002.382.623.213.774.83
65 x 35
5.06.06.3
6.857.998.31
2.53.03.24.04.9
60 x 40 3.684.354.625.646.74
80 x 40 3.03.24.0
75 x 50 1.51.82.02.53.04.05.06.0
2.833.373.724.585.427.028.529.92
4.95.06.06.38.0
5.295.626.908.288.429.8710.312.5
2.02.53.0
2.933.604.25
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
PILLARS OF STRENGTH PILLARS OF STRENGTH
RECTANGULAR HOLLOW SECTIONS
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
90 x 50
100x50
3.03.23.64.04.95.05.66.06.37.18.0
3.23.64.04.95.06.0
6.246.637.408.159.819.9911.111.812.313.615.0
7.137.968.7810.610.812.7
100x60
6.37.18.0
13.314.716.3
3.03.23.64.04.95.05.66.06.37.1
7.187.638.539.4111.411.612.813.614.215.8
120 x 60 3.64.04.95.0
9.710.712.913.1
8.0 17.5
120 x 80
125 x 75
14.615.516.218.120.1
10.811.914.414.716.317.418.220.322.6274
5.66.06.37.18.0
3.64.04.95.05.66.06.37.18.010.0
2.53.04.04.55.05.56.0
7.538.9611.7013.0814.4015.7117.00
EN 10219 - 1 & 2 : 2006
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
027 028
RECTANGULAR HOLLOW SECTIONS
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
2.02.53.04.04.55.05.56.08.0
6.868.5110.1313.3014.8516.3717.8719.0921.53
150 x 75
150 x 100 4.04.95.05.66.06.37.18.08.810.012.012.5
15.118.318.620.722.123.125.928.931.535.341.442.8
160 x 80 4.04.9
14417.5
5.05.66.06.3
17.819.921.222.2
200 x 100
12.012.5
5.05.6
7.18.08.810.0
5.05.66.06.37.18.08.810.0
47.048.7
22.625.1
24.727.630.133.7
21.023.424.926.129.232.635.640.0
180 x 100
12.012.5
39.540.9
200 x 120
6.06.37.18.08.810.012.012.514.2
16.0††
6.37.18.0
8.8
5.05.66.0
26.828.131.435.138.443.150.852.758.965.2
30.133.737.6
41.1
24.126.928.7
EN 10219 - 1 & 2 : 2006
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
PILLARS OF STRENGTH PILLARS OF STRENGTH
029
RECTANGULAR HOLLOW SECTIONS
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
8.810.0
41.146.3
12.012.514.216.0
54.656.663.370.2
250 x 100 5.05.6
26.529.5
200 x 150 5.05.66.06.37.18.08.810.012.012.514.216.0
26.529.531.533.037.041.445.351.060.262.570.077.7
6.06.37.18.08.810.012.012.514.216.0
31.533.037.041.445.351.060.262.570.077.7
250 x 150
8.810.0
5.05.66.06.37.18.0
52.258.8
30.433.936.238.042.647.7
300 x 100
260 x 140
12.514.216.0
5.0
12.012.514.216.0
5.05.66.06.37.18.08.810.012.0
72.381.190.3
30.4
69.672.381.190.3
30.433.936.238.042.647.752.258.869.6
5.66.06.37.18.0
33.936.238.042.647.7
EN 10219 - 1 & 2 : 2006
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
RECTANGULAR HOLLOW SECTIONS
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
300 x 200
6.06.37.18.08.8
5.05.6
45.747.953.760.366.0
38.342.7
500 x 300
16.0
8.012.0
194.7
97.0145.6
74.588.591.9103115
10.012.012.514.216.0
EN 10219 - 1 & 2 : 2006
400 x 200 6.06.37.18.08.810.012.016.0
55.157.864.972.879.890.2107141
450 x 250 8.010.012.016.0
85.4106126166
400 x 300 8.08.810.012.012.514.216.0
85.493.6106126131148166
Thickness
mm
Size
mmH x B T
Mass
kg/mM
Thickness
mm
Size
mmH x B T
Mass
kg/mM
030
PILLARS OF STRENGTH PILLARS OF STRENGTH
Cha
ract
eris
tic
Tole
ranc
es :
Rec
tang
ular
Hol
low
Sec
tion
s
Out
Sid
e D
imen
sions
( B &
H)
Thick
ness
Con
cavit
y/ C
anve
xity
Squa
rene
ss O
f Sid
e
Twist
SPEC
IFIC
IATI
ON
FO
R ST
AN
DARD
SIZ
ES
EN 1
0219
-1&
2:20
06 R
ECTA
NGU
LAR
HO
LLO
W S
ECTI
ON
S
H,B
<100
100<
_H, B
<_20
0
H,B
>200
'±1%
with
a m
in. ±
0.5m
m
± 0.
8%
±0.6
%
± 10
% fo
r thi
ckne
ss
5.0m
m &
± 0
.5m
m fo
r Thi
ckne
ss >
5.0m
m
M
ax. 0
.8%
with
a m
in. o
f 0.5
mm
90
° ± 1
°
1-56
.0m
m -
1.6T
to 2
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6.0
<1.5
10.0
mm
- 2.
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3.0
T, T>
10.0
mm
- 2.
4T to
3.6
T
2.
0 m
m +
0.5
mm
/m le
ngth
STRA
IGH
TNES
S
MA
SS P
ER U
NIT
LEN
GTH
0.15
% of
tota
l len
gth
and
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mm
ove
r any
lm le
ngth
± 6%
on
indi
visua
l del
ivere
d le
ngth
Side
Len
gth
(mm
)To
lera
nce
031
Che
mic
al C
ompo
siti
on
Gra
deC
hem
ical
com
posi
tion
% m
ax.
CS2
35JR
HS2
75J0
HS2
75J2
HS3
55J0
HS3
55J2
H
0.17
0.20
0.20
0.22
0.22
Si -- 0.55
0.55
Mn
1.40
1.50
1.50
1.60
1.60
P0.
040
0.03
50.
030
0.03
50.
030
S0.
040
0.03
50.
030
0.03
50.
030
NC
arbo
nEq
uiva
lent
(C
EV)
0.00
90.
009
--0.
009
--
0.35
0.40
0.40
0.45
0.45
Carb
on E
quiv
alen
t : M
ax c
arbo
n eq
uiva
lent
shall
be
CEV
= C
+ (M
n / 6
) + (C
r + M
o +
V) /
5 +
(Ni +
Cu)
/ 15
MEC
HA
NIC
AL
PRO
PERT
IES
WO
RKM
AN
SHIP
-Fre
e fro
m o
verla
p, La
min
atio
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ll m
arks
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hol
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pen
seam
& o
ther
har
mfu
l def
ect.
PACK
ING-
Box T
ype
MIL
L TE
ST C
ERTI
FICA
TE-W
e ca
n iss
ue a
MTC
, Cer
tifyin
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at th
e tu
bes s
uppl
ied
com
ply
with
this
stan
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.
Gra
deM
in.
Yiel
d St
reng
th R
en(M
pa)
Tens
ile S
tren
gth
Rm (M
Pa)
S235
JRH
S275
J0H
S275
J2H
S355
J0H
S355
J2H
235
275
275
355
355
360-
510
430-
580
430-
580
510-
680
510-
680
360-
510
410-
560
410-
560
470-
630
470-
630
24 20 20 20 20
-- -- 27 -- 27
-- 27 -- 27 --
-- 27 -- 27 --
Thk<
3 m
mTh
1.3
mm
Elon
gatio
n %
Min
.-2
0°C
0°C
20°C
Min
. Impa
ct E
nerg
y(J)
SPEC
IFIC
IATI
ON
FO
R ST
AN
DARD
SIZ
ES
EN 1
0219
-1&
2:20
06 R
ECTA
NGU
LAR
HO
LLO
W S
ECTI
ON
S
032
U N I V E R S A L B E A M S
PILLARS OF STRENGTH
UNIVERSAL BEAMS - DIMENSIONS AND PROPERTIESTo BS 4 : Part 1993 : 1
Designation
Mass per Metre
kg/m mm mm mm mm mm mmFlangeb/2t
Webd/s
Depth of
Sectionh
Widthof
Sectionb
ThicknessWeb
s
ThicknessFlange
t
RootRadius
r
DepthBetween
Filletsd
Ratios forLocal Bucking
356 x 127 x 39 39.1 353.4 126.0 6.6 10.7 10.2 311.6 5.89 47.2356 x 127 x 33 33.1 349.0 125.4 6.0 8.5 10.2 311.6 7.38 51.9
54.0 310.4 166.9 7.9 13.7 8.9 265.2 6.09 33.6305 x 165 x 5446.1 306.6 165.7 6.7 11.8 8.9 265.2 7.02 39.6305 x 165 x 4640.3 303.4 165.0 6.0 10.2 8.9 265.2 8.09 44.2305 x 165 x 4048.1 311.0 125.3 9.0 14.0 8.9 265.2 4.47 29.5305 x 127 x 48
41.9 307.2 124.3 8.0 12.1 8.9 265.2 5.14 33.2305 x 127 x 42
37.0 304.4 123.3 7.1 10.7 8.9 265.2 5.77 37.4305 x 127 x 3732.8 312.7 102.4 6.6 10.8 7.6 275.9 4.74 41.8305 x 102 x 3328.2 308.7 101.8 6.0 8.8 7.6 275.9 5.78 46.0305 x 102 x 2824.8 305.1 101.6 5.8 7.0 7.6 275.9 7.26 47.6305 x 102 x 25
43.0 259.6 147.3 7.2 12.7 7.6 219.0 5.80 30.4254 x 146 x 4337.0 256.0 146.4 6.3 10.9 7.6 219.0 6.72 34.8254 x 146 x 3731.1 251.4 146.1 6.0 8.6 7.6 219.0 8.49 36.5254 x 146 x 3128.3 260.4 102.2 6.3 10.0 7.6 225.2 5.11 35.7254 x 102 x 2825.2 257.2 101.9 6.0 8.4 7.6 225.2 6.07 37.5254 x 102 x 2522.0 254.0 101.6 5.7 6.8 7.6 225.2 7.47 39.5254 x 102 x 22
30.0 206.8 133.9 6.4 9.6 7.6 172.4 6.97 26.9203 x 133 x 3025.1 203.2 133.2 5.7 7.8 7.6 172.4 8.54 30.2203 x 133 x 2523.1 203.2 101.8 5.4 9.3 7.6 169.4 5.47 31.4203 x 102 x 23
19.0 177.8 101.2 4.8 7.9 7.6 146.8 6.41 30.6178 x 102 x 19
16.0 152.4 88.7 4.5 7.7 7.6 121.8 5.76 27.1152 x 89 x 16
13.0 127.0 76.0 4.0 7.6 7.6 96.6 5.00 24.1127 x 76 x 13
034
PILLARS OF STRENGTH PILLARS OF STRENGTH
UNIVERSAL BEAMS - DIMENSIONS AND PROPERTIESTo BS 4 : Part 1 : 1993
56.8 89110170 358 14.3 2.68 576 659 0.871 35.2 0.105 35.2 35.244.7 70.38249 280 14.0 2.58 473 543 0.863 42.2 0.0812 42.2 42.2
127 19611700 1063 13.0 3.93 754 846 0.889 23.6 0.234 23.6 23.6108 1669899 896 13.0 3.90 646 720 0.891 27.1 0.195 27.1 27.192.6 1428503 764 12.9 3.86 560 623 0.889 31.0 0.164 31.0 31.073.6 1169575 461 12.5 2.74 616 711 0.873 23.3 0.102 23.3 23.362.6 98.48196 389 12.4 2.70 534 614 0.872 26.5 0.0846 26.5 26.554.5 85.47171 336 12.3 2.67 471 539 0.872 29.7 0.0725 29.7 29.737.9 60.06501 194 12.5 2.15 4.16 481 0.866 31.6 0.0442 31.6 31.630.5 48.55366 155 12.2 2.08 348 403 0.859 37.4 0.0349 37.4 37.424.2 38.84455 123 11.9 1.97 292 342 0.846 43.4 0.0273 43.4 43.4
92.0 1416544 677 10.9 3.52 504 566 0.891 21.2 0.103 21.2 21.278.0 1195537 571 10.8 3.48 433 483 0.890 24.3 0.0857 24.3 24.361.3 94.14413 448 10.5 3.36 351 393 0.880 29.6 0.0660 29.6 29.634.9 54.84005 179 10.5 2.22 308 353 0.874 27.5 0.0280 27.5 27.529.2 46.03415 149 10.3 2.15 266 306 0.866 31.5 0.0230 31.5 31.523.5 37.32841 119 10.1 2.06 224 259 0.856 36.4 0.0182 36.4 36.4
57.5 88.22896 385 8.71 3.17 280 314 0.881 21.5 0.0374 21.5 21.546.2 70.92340 308 8.56 3.10 230 258 0.877 25.6 0.0294 25.6 25.632.2 49.82105 164 8.46 2.36 207 234 0.888 22.5 0.0154 22.5 22.5
27.0 41.61356 137 7.48 2.37 153 171 0.888 22.6 0.00987 22.6 22.6
20.2 31.2834 89.8 6.41 2.10 109 123 0.890 19.6 0.00470 19.6 19.6
14.7 22.6473 55.7 5.35 1.84 74.6 84.2 0.895 16.3 0.00199 16.3 16.3
Second Moment of Area Radius of Gyration Elestic Modulus Plastic Modulus
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
BuckingParameter
U
TorsionalIndex
x
WrapingConstant
H
TorsionalConstant
J
Areaof
Section
cm³ cm³ cm³ cm³ dm6 dm4 dm2cm cm
035
UNIVERSAL BEAMS - DIMENSIONS AND PROPERTIESTo BS 4 : Part 1 : 1993
Designation
Mass per Metre
kg/m mm mm mm mm mm mmFlangeb/2t
Webd/s
Depth of
Sectionh
Widthof
Sectionb
ThicknessWeb
s
ThicknessFlange
t
RootRadius
r
DepthBetween
Filletsd
Ratios forLocal Bucking
610 x 229 x 140 139.9 617.2 230.2 13.1 22.1 12.7 547.6 5.21 41.8610 x 229 x 125 125.1 612.2 229.0 11.9 19.6 12.7 547.6 5.84 46.0610 x 229 x 113 113.0 607.6 228.2 11.1 17.3 12.7 547.6 6.60 49.3610 x 229 x 101 101.2 602.6 227.6 10.5 14.8 12.7 547.6 7.69 52.2
122.0 544.5 211.9 12.7 21.3 12.7 476.5 4.97 37.5533 x 210 x 122109.0 539.5 210.8 11.6 18.8 12.7 4755 5.61 41.1533 x 210 x 109101.0 536.7 210.0 10.8 17.4 12.7 476.5 6.03 44.1533 x 210 x 10192.1 533.1 209.3 10.1 15.6 12.7 476.5 6.71 47.2533 x 210 x 9282.2 528.3 208.8 9.6 13.2 12.7 476.5 7.91 49.6533 x 210 x 82
98.3 467.2 192.8 11.4 19.6 10.2 407.6 4.92 35.8457 x 191 x 9889.3 463.4 191.9 10.5 17.7 10.2 407.6 5.42 38.8457 x 191 x 8982.0 460 191.3 9.9 16.0 10.2 407.6 5.98 41.2457 x 191 x 8274.3 457.0 190.4 9.0 14.5 10.2 407.6 6.57 45.3457 x 191 x 7467.1 453.4 189.9 8.5 12.7 10.2 407.6 7.48 48.0457 x 191 x 67
82.1 465.8 155.3 10.5 18.9 10.2 407.6 4.11 38.8457 x 152 x 8274.2 462.0 154.4 9.6 17.0 10.2 407.6 4.54 42.5457 x 152 x 7467.2 458.0 153.8 9.0 15.0 10.2 407.6 5.13 45.3457 x 152 x 6759.8 454.6 152.9 8.1 13.3 10.2 407.6 5.75 50.3457 x 152 x 6052.3 449.8 152.4 7.6 10.9 10.2 407.6 6.99 53.6457 x 152 x 52
74.2 412.8 179.5 9.5 16.0 10.2 360.4 5.61 37.9406 x 178 x 7467.1 409.4 178.8 8.8 14.3 10.2 360.4 6.25 41.0406 x 178 x 6760.1 406.4 177.9 7.9 12.8 10.2 360.4 6.95 45.6406 x 178 x 6054.1 402.6 177.7 7.7 10.9 10.2 360.4 8.15 46.8406 x 178 x 54
46.0 403.2 142.2 6.8 11.2 10.2 360.4 6.35 53.0406 x 140 x 4639.0 398.0 141.8 6.4 8.6 10.2 360.4 8.24 56.3406 x 140 x 39
67.1 363.4 173.2 9.1 15.7 10.2 311.6 5.52 34.2356 x 171 x 6757.0 358.0 172.2 8.1 13.0 10.2 311.6 6.62 38.5356 x 171 x 5751.0 355.0 171.5 7.4 11.5 10.2 311.6 7.46 42.1356 x 171 x 5145.0 351.4 171.1 7.0 9.7 10.2 311.6 8.82 44.5356 x 171 x 45
Designation
Mass per Metre
kg/m mm mm mm mm mm mmFlangeb/2t
Webd/s
Depth of
Sectionh
Widthof
Sectionb
ThicknessWeb
s
ThicknessFlange
t
RootRadius
r
DepthBetween
Filletsd
Ratios forLocal Bucking
036
PILLARS OF STRENGTH PILLARS OF STRENGTH
111800 4505 25.0 5.03 3622 391 4142 611 0.875 30.6 3.99 216 3.9998610 3932 24.9 4.97 3221 343 3676 535 0.873 34.1 3.45 154 3.4587320 3434 24.6 4.88 2874 301 3281 469 0.870 38.0 2.99 111 2.9975780 2915 24.2 4.75 2515 256 2881 400 0.864 43.1 2.52 77 2.52
76040 3388 22.1 4.67 2793 320 3196 500 0.877 27.6 2.32 178 2.3266820 2943 21.9 4.60 2477 279 2828 436 0.875 30.9 1.99 126 1.9961520 2692 21.9 4.57 2292 256 2612 399 0.874 33.2 1.81 101 1.8155230 2389 21.7 4.51 2072 228 2360 356 0.872 36.5 1.60 75.7 1.6047540 2007 21.3 4.38 1800 192 2059 300 0.864 41.6 1.33 51.5 1.33
45730 2347 19.1 4.33 1957 243 2232 379 0.881 25.7 1.18 121 1.1841020 2089 19.0 4.29 1770 218 2014 338 0.880 28.3 1.04 90.7 1.0437050 1871 18.8 4.23 1611 196 1831 304 0.877 30.9 0.922 69.2 0.92233320 1671 18.8 4.20 1458 176 1653 272 0.877 33.9 0.818 51.8 0.81829380 1452 18.5 4.12 1296 153 1471 237 0.872 37.9 0.705 37.1 0.705
36590 1185 18.7 3.37 1571 153 1811 240 0.873 27.4 0.591 89.2 0.59132670 1047 18.6 3.33 1414 136 1627 213 0.873 30.1 0.518 65.9 0.51828930 913 18.4 3.27 1263 119 1453 187 0.869 33.6 0.448 47.7 0.44825500 795 18.3 3.23 1122 104 1287 163 0.868 37.5 0.387 33.8 0.38721370 645 17.9 3.11 950 84.6 1096 133 0.859 43.9 0.311 21.4 0.311
27310 1545 17.0 4.04 1323 172 1501 267 0.882 27.6 0.608 62.8 0.60824330 1365 16.9 3.99 1189 153 1346 237 0.880 30.5 0.533 46.1 0.53321600 1203 16.8 3.97 1063 135 1199 209 0.880 33.8 0.466 33.3 0.46618720 1021 16.5 3.85 930 115 1055 178 0.871 38.3 0.392 23.1 0.392
15690 538 16.4 3.03 778 75.7 888 118 0.871 38.9 0.207 19.0 0.20712510 410 15.9 2.87 629 57.8 724 90.8 0.858 47.5 0.155 10.7 0.155
19460 1362 15.1 3.99 1071 157 1211 243 0.886 24.4 0.412 55.7 0.41216040 1108 14.9 3.91 896 129 1010 199 0.882 28.8 0.330 33.4 0.33014140 968 14.8 3.86 796 113 896 174 0.881 32.1 0.286 23.8 0.28612070 811 14.5 3.76 687 94.8 775 147 0.874 36.8 0.237 15.8 0.237
UNIVERSAL BEAMS - DIMENSIONS AND PROPERTIESTo BS 4 : Part 1993 : 1
Second Moment of Area Radius of Gyration Elestic Modulus Plastic Modulus
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
BuckingParameter
U
TorsionalIndex
x
WrapingConstant
H
TorsionalConstant
J
Areaof
Section
cm³ cm³ cm³ cm³ dm6 dm4 dm2cm cm
Second Moment of Area Radius of Gyration Elestic Modulus Plastic Modulus
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
BuckingParameter
U
TorsionalIndex
x
WrapingConstant
H
TorsionalConstant
J
Areaof
Section
cm³ cm³ cm³ cm³ dm6 dm4 dm2cm cm
037
UNIVERSAL BEAMS - DIMENSIONS AND PROPERTIESTo BS 4 : Part 1 : 1993
Designation
Mass per Metre
kg/m mm mm mm mm mm mmFlangeb/2t
Webd/s
Depth of
Sectionh
Widthof
Sectionb
ThicknessWeb
s
ThicknessFlange
t
RootRadius
r
DepthBetween
Filletsd
Ratios forLocal Bucking
1016 x 305 x 487 487.0 1036.1 30.0 30.0 867.8 29.0308.5 54.1 2.851016 x 305 x 438 438.0 1025.9 26.9 30.0 868.0 32.3305.4 49.0 3.121016 x 305 x 393 393.0 1016.0 24.4 30.0 868.2 35.7303.0 43.9 3.451016 x 305 x 349 349.0 1008.1 21.1 30.0 868.0 41.2302.0 40.0 3.781016 x 305 x 314 314.0 1000.0 19.1 30.0 868.2 45.6300.0 35.9 4.181016 x 305 x 272 272.0 990.1 16.5 30.0 868.0 52.7300.0 31.0 4.841016 x 305 x 249 249.0 980.2 16.5 30.0 868.0 52.7300.0 26.0 5.771016 x 305 x 222 222.0 970.3 16.0 30.0 867.8 54.4300.0 21.1 7.11
914 x 305 x 289 289.1 926.6 307.7 32.019.5 824.419.1 4.81 42.3914 x 305 x 253 253.4 918.4 305.5 27.917.3 824.419.1 5.47 47.7914 x 305 x 224 224.2 910.4 304.1 23.915.9 824.419.1 6.36 51.8914 x 305 x 201 200.9 903.0 303.3 20.215.1 824.419.1 7.51 54.6
838 x 292 x 226 226.5 850.9 293.8 26.816.1 761.717.8 5.48 47.3838 x 292 x 194 193.8 840.7 292.4 21.714.7 761.717.8 6.74 51.8838 x 292 x 176 175.9 834.9 291.7 18.814.0 761.717.8 7.76 54.4
762 x 267 x 197 196.8 769.8 268.0 25.415.6 686.016.5 5.28 44.0762 x 267 x 173 173.0 762.2 266.7 21.614.3 686.016.5 6.17 48.0762 x 267 x 147 146.9 754.0 265.2 17.512.8 686.016.5 7.58 53.6762 x 267 x 134 133.9 750.0 264.4 15.512.0 686.016.5 8.53 57.2
686 x 254 x 170 170.2 692.9 255.8 23.714.5 615.115.2 5.40 42.4686 x 254 x 152 152.4 687.5 254.5 21.013.2 615.115.2 6.06 46.6686 x 254 x 140 140.1 683.5 253.7 19.012.4 615.115.2 6.68 49.6686 x 254 x 125 125.2 677.9 253.0 16.211.7 615.115.2 7.81 52.6
610 x 305 x 238 238.1 635.8 311.4 18.4 31.4 540.016.5 4.96 29.3610 x 305 x 179 179.0 620.2 307.1 14.1 23.6 540.016.5 6.51 38.3610 x 305 x 149 149.1 612.4 304.8 11.8 19.7 540.016.5 7.74 45.8
914 x 419 x 388 921.0 420.5 36.621.4 24.1 799.6 5.74 37.4388.0914 x 419 x 343 911.8 418.5 32.019.4 24.1 799.6 6.54 41.2343.3
Designation
Mass per Metre
kg/m mm mm mm mm mm mmFlangeb/2t
Webd/s
Depth of
Sectionh
Widthof
Sectionb
ThicknessWeb
s
ThicknessFlange
t
RootRadius
r
DepthBetween
Filletsd
Ratios forLocal Bucking
038
PILLARS OF STRENGTH PILLARS OF STRENGTH
UNIVERSAL BEAMS - DIMENSIONS AND PROPERTIESTo BS 4 : Part 1 : 1993
Second Moment of Area Radius of Gyration Elestic Modulus Plastic Modulus
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
BuckingParameter
U
TorsionalIndex
x
WrapingConstant
H
TorsionalConstant
J
Areaof
Section
cm³ cm³ cm³ cm³ dm6 dm4 dm2cm cm
1020400 26720 6.57 19700 1732 23180 279940.6 0.867 21.2 644 4276 619908900 23440 6.49 17720 1535 20740 246740.4 0.868 23.2 55.9 3166 556806600 20490 6.40 15880 1353 18520 216740.2 0.868 25.6 48.4 2314 500722100 18460 6.44 14330 1222 16570 194040.3 0.872 28.0 43.2 1706 445643200 16230 6.37 12860 1082 14830 171240.1 0.871 30.8 37.7 1253 400552900 14000 6.36 11170 934 12800 146940.0 0.872 35.1 32.2 826 346480300 11750 6.09 9799 784 11330 124439.0 0.861 40.1 26.8 575 316406900 9544 5.81 8387 636 9784 101938.0 0.849 46.0 21.5 384 282
719600 45440 9.59 15630 2161 17670 334138.2 0.885 26.7 88.9 1734 494625800 39160 9.46 13730 1871 15480 289037.8 0.883 30.1 75.8 1193 437
504200 15600 6.51 10880 1014 12570 160137.0 0.867 31.9 31.2 926 368436300 13300 6.42 9501 871 10940 137136.8 0.866 36.2 26.4 626 323376400 11240 6.27 8269 739 9535 116336.3 0.861 41.3 22.1 422 286325300 9423 6.07 7204 621 8351 98235.7 0.854 46.8 18.4 291 256
339700 11360 6.27 7985 773 9155 121234.3 0.870 35.0 19.3 514 289279200 9066 6.06 6641 620 7640 97433.6 0.862 41.6 15.2 306 247246000 7799 5.90 5893 535 6808 84233.1 0.856 46.5 13.0 221 224
240000 8175 5.71 6234 610 7176 95930.9 0.869 33.2 11.3 404 251205300 6850 5.58 5387 514 6198 80730.5 0.864 38.1 9.39 267 220168500 5455 5.40 4470 411 5156 64730.0 0.858 45.2 7.40 159 187150700 4788 5.30 4018 362 4644 57029.7 0.854 49.8 6.46 119 171
170300 6630 5.53 4916 518 5631 81128.0 0.872 31.8 7.42 308 217150400 5784 5.46 4374 455 5000 71027.8 0.871 35.5 6.42 220 194136300 5183 5.39 3987 409 4558 63827.6 0.868 38.7 5.72 169 178118000 4383 5.24 3481 346 3994 54227.2 0.862 43.9 4.80 116 159
209500 15840 26.3 7.23 6589 1017 7486 1574 0.886 21.3 14.5 875 303153000 11410 25.9 7.07 4935 743 5547 1144 0.886 27.7 10.2 340 228125900 9308 25.7 7.00 4111 611 4594 937 0.886 32.7 8.17 200 190
Second Moment of Area Radius of Gyration Elestic Modulus Plastic Modulus
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
BuckingParameter
U
TorsionalIndex
x
WrapingConstant
H
TorsionalConstant
J
Areaof
Section
cm³ cm³ cm³ cm³ dm6 dm4 dm2cm cm
039
UNIVERSAL COLUMNS - DIMENSIONS AND PROPERTIESTo BS 4 : Part 1 : 1993
Designation
Mass per Metre
kg/m mm mm mm mm mm mmFlangeb/2t
Webd/s
Depth of
Sectionh
Widthof
Sectionb
ThicknessWeb
s
ThicknessFlange
t
RootRadius
r
DepthBetween
Filletsd
Ratios forLocal Bucking
356 x 406 x 634 633.9 474.6 424.0 47.6 77.0 15.2 290.2 2.75 6.10356 x 406 x 551 551.0 455.6 418.5 42.1 67.5 15.2 290.2 3.10 6.89356 x 406 x 467 467.0 436.6 412.2 35.8 58.0 15.2 290.2 3.55 8.11356 x 406 x 393 393.0 419.0 407.0 30.6 49:2 15.2 290.2 4.14 9.48356 x 406 x 340 339.9 406.4 403.0 26.6 42.9 15.2 290.2 4.70 10.9356 x 406 x 287 287.1 393.6 399.0 22.6 36.5 15.2 290.2 5.47 12.8356 x 406 x 235 235.1 381.0 394.8 18.4 30.2 15.2 290.2 6.54 15.8
129.0 355.6 368.6 10.4 17.5 15.2 290.2 10.5 27.9356 x 368 x 202152.9 362.0 370.5 12.3 20.7 15.2 290.2 8.95 23.6356 x 368 x 177177.0 368.2 372.6 14.4 23.8 15.2 290.2 7.83 20.2356 x 368 x 153201.9 374.6 374.7 16.5 27.0 15.2 290.2 6.94 17.6356 x 368 x 129
282.9 365.3 322.2 26.8 44.1 15.2 246.7 3.65 9.21305 x 305 x 283240.0 352.5 318.4 23.0 37.7 15.2 246.7 4.22 10.7305 x 305 x 240198.1 339.9 314.5 19.1 31.4 15.2 246.7 5.01 12.9305 x 305 x 198158.1 327.1 311.2 15.8 25.0 15.2 246.7 6.22 15.6305 x 305 x 158136.9 320.5 309.2 13.8 21.7 15.2 246.7 7.12 17.9305 x 305 x 137117.9 314.5 307.4 12.0 18.7 15.2 246.7 8.22 20.6305 x 305 x 11896.9 307.9 305.3 9.9 15.4 15.2 246.7 9.91 24.9305 x 305 x 97
167.1 289.1 265.2 19.2 31.7 12.7 200.3 4.18 10.4254 x 254 x 167132.0 276.3 261.3 15.3 25.3 12.7 200.3 5.16 13.1254 x 254 x 132107.1 266.7 258.8 12.8 20.5 12.7 200.3 6.31 15.6254 x 254 x 10788.9 260.3 256.3 10.3 17.3 12.7 200.3 7.41 19.4254 x 254 x 8973.1 254.1 254.6 8.6 14.2 12.7 200.3 8.96 23.3254 x 254 x 73
86.1 222.2 209.1 12.7 20.5 10.2 160.8 5.10 12.7203 x 203 x 8671.0 215.8 206.4 10.0 17.3 10.2 160.8 5.97 16.1203 x 203 x 7160.0 209.6 205.8 9.4 14.2 10.2 160.8 7.25 17.1203 x 203 x 6052.0 206.2 204.3 7.9 12.5 10.2 160.8 8.17 20.4203 x 203 x 5246.1 203.2 203.6 7.2 11.0 10.2 160.8 9.25 22.3203 x 203 x 46
37.0 161.8 154.4 8.0 11.5 7.6 123.6 6.71 15.4152 x 152 x 3730.0 157.6 152.9 6.5 9.4 7.6 123.6 8.13 19.0152 x 152 x 3023.0 152.4 152.2 5.8 6.8 7.6 123.6 11.2 21.3152 x 152 x 23
Designation
Mass per Metre
kg/m mm mm mm mm mm mmFlangeb/2t
Webd/s
Depth of
Sectionh
Widthof
Sectionb
ThicknessWeb
s
ThicknessFlange
t
RootRadius
r
DepthBetween
Filletsd
Ratios forLocal Bucking
040
PILLARS OF STRENGTH PILLARS OF STRENGTH
UNIVERSAL COLUMNS - DIMENSIONS AND PROPERTIESTo BS 4 : Part 1 : 1993
Second Moment of Area Radius of Gyration Elestic Modulus Plastic Modulus
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
BuckingParameter
U
TorsionalIndex
x
WrapingConstant
H
TorsionalConstant
J
Areaof
Section
cm³ cm³ cm³ cm³ dm6 dm4 dm2cm cm
274800 98130 184 11.0 11580 4629 14240 7108 0.843 5.46 38.8 13720 808226900 82670 18.0 10.9 9962 3951 12080 6058 0.841 6.05 31.1 9240 702183000 67830 17.5 10.7 8383 3291 10000 5034 0.839 6.86 24.30 5809 595146600 55370 17.1 10.5 6998 2721 8222 4154 0.837 7.86 18.90 3545 501122500 46850 16.8 10.4 6031 2325 6999 3544 0.836 8.85 15.50 2343 43399880 38680 16.5 10.3 5075 1939 5812 2949 0.835 10.2 12.30 1441 36679080 30990 16.3 10.2 4151 1570 4687 2383 0.834 12.1 9.54 812 29966260 23690 16.1 9.60 3538 1264 3972 1920 0.844 134 7.16 558 25757120 20530 15.9 9.54 3103 1102 3455 1671 0.844 15.0 6.09 381 22648590 17550 15.8 9.49 2684 948 2965 1435 0.844 17.0 5.11 251 19540250 14610 15.6 9.43 2264 793 2479 1199 0.844 19.9 4.18 153 164
78870 24630 14.8 8.27 4318 1529 5105 2342 0.855 7.65 6.35 2034 36064200 20310 14.5 8.15 3643 1276 4247 1951 0.854 8.74 5.03 1271 30650900 16300 14.2 8.04 2995 1037 3440 1581 0.854 10.2 3.88 734 25238750 12570 13.9 7.90 2369 808 2680 1230 0.851 12.5 2.87 378 20132810 10700 13.7 7.83 2048 692 2297 1053 0.851 14.2 2.39 249 17427670 9059 13.6 7.77 1760 589 1958 895 0.850 16.2 1.98 161 15022250 7308 13.4 7.69 1445 479 1592 726 0.850 19.3 1.56 91.2 123
30000 9870 11.9 6.81 2075 744 2424 1137 0.851 8.49 1.63 626 21322530 7531 11.6 6.69 1631 576 1869 878 0.850 10.3 1.19 319 16817510 5928 11.3 6.59 1313 458 1484 697 0.848 12.4 0.898 172 13614270 4857 11.2 6.55 1096 379 1224 575 0.850 14.5 0.717 102 11311410 3908 11.1 6.48 898 307 992 465 0.849 17.3 0.562 57.6 93.1
9449 3127 9.28 5.34 850 299 977 456 0.850 10.2 0.318 137 1107618 2537 9.18 5.30 706 246 799 374 0.853 11.9 0.250 80.2 9046125 2065 8.96 5.20 584 201 656 305 0.846 14.1 0.197 47.2 76.45259 1778 8.91 5.18 510 174 567 264 0.848 15.8 0.167 31.8 66.34568 1548 8.82 5.13 450 152 497 231 0.847 17.7 0.143 22.2 58.7
2210 706 6.85 3.87 273 91.5 309 140 0.848 13.3 0.0399 19.2 47.11748 560 6.76 3.83 222 73.3 248 112 0.849 16.0 0.0308 10.5 38.31250 400 6.54 3.70 164 52.6 182 80.2 0.840 20.7 0.0212 4.63 29.2
Second Moment of Area Radius of Gyration Elestic Modulus Plastic Modulus
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
BuckingParameter
U
TorsionalIndex
x
WrapingConstant
H
TorsionalConstant
J
Areaof
Section
cm³ cm³ cm³ cm³ dm6 dm4 dm2cm cm
041
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03, To BS 4 : Part 1 : 1993
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
W 4 x 4
W 5 x 5W 5 x 5
W 6 x4W 6 x 4W 6 x 4
W 6 x 6W 6 x 6W 6 x 6
W 8 x 4W 8 x 4W 8 x 4
W 8 x 5.25W 8 x 5.25W 8 x 5.25
W 8 x 6.5W 8 x 6.5
W 8 x 8W 8 x 8W 8 x 8W 8 x 8W 8 x 8W 8 x 8
13 19.3
16 23.819 28.1
9 13.512 18.016 24.0
15 22.520 29.825 37.1
10 15613 19.315 22.5
14 21618 26.621 31.3
24 35.928 41.7
31 46.135 52.040 59.048 71.058 86.067 100
106
127131
150153160
152157162
200203206
203207210
201205
203206210216222229
103
127128
100102102
152153154
100102102
133133134
165166
203204205206209210
7.1
6.16.9
4.35.86.6
5.86.68.1
4.35.86.2
5.05.86.4
6.27.2
7.27.99.110.213.014.5
8.8
9.110.9
5.57.110.3
6.69.311.6
5.26.58.0
6.48.410.2
10.211.8
11.012.614.217420.6231
6 24.70
8 30.408 35.90
6 17.306 22.906 30.60
6 28 606 37.906 47.40
8 19.108 24.808 28.60
8 27.088 33.908 39.70
10 45.7010 5320
10 58.9010 66.5010 75.5010 91.0010 110.010 127.0
88.4
108.8109.2
139.0138.4139.4
138.8138.4138.8
189.6190.0190.0
190.2190.21896
180.61814
181.0180.8181.6181.2180.8181.6
764
92.8932
127.0126.4127.4
126.8126.4126.8
173.6174.0174.0
174.2174.2173.6
160.61614
16.10160.8161.6161.2160.8161.6
-
M12512
---
516516516
---
512512M12
516516
M24M24M24M24M24M24
-
6062
---
707274
---
626264
7880
94949698100102
-
7070
---
828484
---
767675
9696
110110112112116116
042
b
r
yydh
tw
ss
zztf
hi
p
PILLARS OF STRENGTH PILLARS OF STRENGTH
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03, To BS 4 : Part 1 : 1993
0.599
0.7360.747
0.6810.6920.704
0.8900.9020.913
0.7780.7890.794
0.9140.9210.930
1.031.04
1.191.201.201.221.241.25
30.90
30.9526.46
50.1137.8629.40
39.8130.3324.59
51.7640.3435.25
43.0034.4929.66
28.7524.97
25.7822.8920.2817.0714.2812.59
475.9
885.51099
685.5915.91342
120617142220
128016622004
198025873139
34384088
4545526861137658946711325
89.79
139.5167.7
91.4122.1167.8
158.62184274.1
128.0163.7194.5
195.1250.0298.9
342.1398.8
447.8511.5582.2709.0852.9989.1
103.3
1572190.9
1024138.6191.5
176.1243.9309.9
145.2188.1222.8
217.7279.8335.3
379.4445.6
495.6569.0652.9802.8980.51149
4.39
5.415.53
6.296.336.63
6.516.736.85
8.188.178.36
8.558.728.87
8.678.77
8.818.908.999.189.269.45
8.27
9.2010.53
7.219.6911.43
9.5911.1713.93
9.813.0614.14
114013.4914.87
14.7717.21
16.9618.6021.5924.5231.0635.33
160.6
311.0381.4
91.8125.9182.6
386.6555.5706.8
86.89115,4142.0
251.3329.8409.6
764.3900.5
153517842040253731383663
31.19
48.9859.60
18.3625.3735.80
50.8772.6291.79
17.3822.6327.85
37.7849.6061.13
92.64108.5
151.2174.9199.1246.3300.3348.9
47.94
74.6690.86
28.2639.2955.24
77.56110.5140.0
27.1035.6943.72
58.0376.1793.76
141.1165.5
229.5265 5302.8374.5458.2532.9
2.55
3.203.26
2.302.362.45
3.683.833.86
2.132.152.22
3.053.11320
4.094.12
5.125.185.195.285.335.38
31.73
33.6738.03
22.3527.4734.23
26.0732.2338.36
24.0928.2131.59
27.1732.0136.12
38.3442.56
40.964.4.7949.2656.6865.8773.60
6.52
8.1013.33
1.743.869.35
4.3410.1619.51
1.933.995.97
3.747.3512.04
14.5622.39
22.2732.4146.8682.02140.8211.3
3.79
10.8013.74
4.796.6810.21
20.4230.2839.93
8.2211.1013.87
24.2532.4840.82
69.5083.95
141.3166.7195.4250.0317.8385.5
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
043
b
r
yydh
tw
ss
zztf
hi
p
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
W 10 x 4W 10 x 4W 10 x 4W 10 x 4
W 10 x 5.75W 10 x 5.75W 10 x 5.75W 10 x 5.75
W 10 x 8W 10 x 8W 10 x 8
W 10 x 10W 10 x 10W 10 x 10W 10 x 10W 10 x 10W 10 x 10W 10 x 10W 10 x 10
W 12 x4W 12 x 4W 12 x 4W 12 x 4
W 12 x 6.5W 12 x 6.5W 12 x 6.5W 12 x 6.5
12 17.915 22.317 25.319 28.4
16 24.022 32.726 38.530 44.8
33 49.139 58.045 67.0
49 73.054 80.060 89.068 10177 11588 131100 149112 167
14 21.016 23.819 28.322 32.7
21 31.026 38.730 44.535 52.0
251254257260
253258262266
247252257
253256260264269275282289
303305309313
306310313317
101102102102
145146147148
202203204
254255256257259261263265
101101102102
164165166167
4.85.86.164
5.06.16.67.6
7.48.08.9
8.694
10.711.913.515.417.319.2
5.15.66.06.6
5.05.86.67.6
5.36.98.410.0
6.49.111.213.0
11.013.515.7
14.215.617.319.622.125.128.431.8
5.76.78.910.8
7.49.711213.2
240.4240.2240.2240.0
240.2239.8239.6240.0
225.0225.0225.6
224.6224.82254224.8224.8224.8225.22254
291.6291.6291.2291.4
291.2290.6290.6290.6
224.4224.2224.2224.0
224.2223.8223.6224.0
199.0199.0199.6
198.6198.8199.4198.8198.8198.8199.2199.4
275.6275.62752275.4
275.2274.6274.6274.6
----
M16M16M16M16
M27M27M27
M27M27M27M27M27M27M27M27
----
M20M20M20M20
----
72727474
909090
102102104106106108110112
----
78808082
----
76767878
112113114
148150150152154156158160
----
82848486
8 22.808 28.508 32208 36.30
8 31.128 41.908 49.108 57.00
13 62.6013 742013 85.80
13 92.9013 102.013 114.013 129.013 146.013 167.013 190.013 212.0
8 26.808 30.408 35.908 41.80
8 39.388 49.408 56.708 66.50
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
044
b
r
yydh
tw
ss
zztf
hi
p
PILLARS OF STRENGTH PILLARS OF STRENGTH
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mmm�
x104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm� mm� mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
0.8830.8910.8960.902
1.061.071.091.10
1.261.281.29
1.481.491.501.511.521.541.561.58
0.9860.9891.001.01
1.241.251.261.27
49.1739.5935.3031.74
43.4832.7728.0424.34
25.7621.9219.20
20.3118.5916.7514.9113.2911.7510.479.42
46.7441.4735.3130.68
40.2532.2728.2724.28
2252290134303998
3477489560147118
7069873610360
1129012570142601638018940221502594030020
3708428054316507
65548527993411851
179.5228.4266.9307.5
274.8379.4459.1535.2
572.4693.4806.6
892.1982.4109712411408161118402078
244.8280.7351.5415.8
428.4550.1634.8747.7
207.8264.6307.5352.9
307.5424.9514.1603
633.9770.8902
986.11091122613981599184721292427
287.1328.6406.9480.9
476.3611.8708.3838.5
9.9210.610.3010.51
10.5710.8311.0511.14
10.6310.8511.00
11.0211.1011.1811.2711.3811.5211.6911.87
11.7511.8712.2712.47
12.9013.1213.2113.32
13.2616.0817.0618.02
13.9017.1918.8921.91
21.7724.0427,01
25.7828.1031.8435.7340.4346.3952.6359.05
16.5618.3019.8922.22
16.6619.6422.2625.81
91.34122.6149.2177.5
325.6472.6593.7703.5
151318842224
38804314484155496405744686229879
98.31115.6158.1191.9
544.4726.8854.71026
18.0924.0329.2534.81
44.9064.7480.7795.06
149.8185.6218.0
305.5338.33782431.9494.6570.6655.7745.6
19.4722.8930.9937.62
66.3988.10103.0122.9
2.002.072.152.21
3.233.363.473.50
4.925.045.10
6.466.506.516.566.626.686.746.81
1.911.952.092.14
3.723.833.883.92
24.8029.0132.2735.72
27.1733.6738.3742.99
44.6350.2355.53
52.2755.8360.5066.3772.8980.8089.3098.01
25.8528.3633.1437.57
29.1734.6138.3743.39
2.504.686.779.80
4.1610.0517.0326.45
24.5341.1162.61
57.9476.15104.40150.30215.30315.90456.50639.30
3.174.507.7212.36
6.2512.7619.3031.10
13.7418.6322.9527.64
49.4473.1093.24112.40
210.40267.70323.40
552.90622.90712.40828.0975.301161.01384.01631.0
21.6325.5935.4443.61
121.3163.7194.4236.4
28.6738.2046.2054.71
69.0299.48123.90146.20
228.50282.80332.20
463.30513.30574.50656.60752.80869.701001.001139.00
31.1936.7049.1559.63
101.6134.8157.8188.6
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mmm�
x104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm� mm� mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
045
b
r
yydh
tw
ss
zztf
hi
p
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
W 12 x 8W 12 x 8W 12 x 8
W 12 x 10W 12 x 10
W 12 x 12W 12 x 12W 12 x 12W 12 x 12W 12 x 12W 12 x 12W 12 x 12W 12 x 12W 12 x 12W12 x 12W 12 x 12W 12 x 12W 12 x 12
W 14 x 5W 14 x 5
W 14 x 6.75W 14 x 6.75W 14 x 6.75
W 14 x 8VV 14 x 8W 14 x 8
40 6045 6750 74
53 7958 86
65 9772 10779 11787 12996 143106 158120 179136 202152 226170 253190 283210 313230 342
22 32.926 39.0
30 44.634 51.038 58.0
43 64.048 72.053 79.0
303306310
306310
308311314318323327333341348356365374382
349353
352355358
347350354
203204205
254254
305306307308309310313315317319322325328
127128
171171172
203204205
7.58.59.4
8.89.1
9.910.911.913.114.015.518.020.122.124426.930.032 6
5.86.5
6.97.27.9
7.78.69.4
13.114.616.3
14.616.3
15.417.018.720.622.925.128.131.835.639.644.148.352.6
8.510.7
9.811.613.1
13.515.116.8
276.8276.8277.4
276.8277.4
277.2277.0276.6276.8277.2276.8276.8277.4276.8276.8276.82774276.8
332.0331.6
332.4331.8331.8
320.0319.8320.4
246.8246.8247.4
246.82474
247.2247.0246.6246.8247.2246.8246.8247.4246.8246.8246.8247.4246 8
312.0311.6
312.4311.8311.8
290.0289.8290.4
M27M27M27
M27M27
M27M27M27M27M27M27M27M27M27M27M27M27M27
M12M12
M22M22M22
M27M27M27
909090
9090
102104106106108108112114116118120124126
6264
828484
909090
113114115
164164
200200202202204204208210212214216220222
7070
848484
113114115
15 76.1015 65.2015 94.80
15 101.015 110.0
15 123.015 136.015 150015 165.015 182.015 201.015 228.015 257.015 288.015 323.015 360.015 399.015 437.0
10 41.9010 49.60
10 57.1010 64,5010 72,30
15 81.3015 50.0015 101.00
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
046
b
r
yydh
tw
ss
zztf
hi
p
PILLARS OF STRENGTH PILLARS OF STRENGTH
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
1.381.391.40
1.581.59
1.791.801.811.821.831.841.861.881.891.911.941.961.99
1.181.19
1.361.361.37
1.461.471.48
23.1220.7518.74
20.0918.44
18.516.8315.3814.0112.7811.6810.399.268.357.576.856.265.78
35.9630.38
30.2426.8824.21
22.9320.6118.72
848.9948.41061
11551280
1444159417531935215323632675304934233833431147895262
473.2579.7
690.1796.3896.2
102711491280
940.710571188
12751417
1591176519492164241926723053351039754490509857166334
541.5661.5
777.0894.51009
114112821433
13.0213.0613.17
13.261343
13.4313.4913.5613.6513.8113.8813.9914.1914.3614.5514.7814.9815.16
14.0714.33
14.5714.8014.91
14.8014.8614.98
27.6031.0834.43
31.9533.55
35.5239.0842.6847.0750.8256.2665.2473.6281.6591.01101.5114.1125.1
22.3125.25
26.2928.0430.73
31.6635.2638.67
182920692344
39904455
72868123902410040112701247014380165881893021460245902770031020
291.0375.0
817.9968.11113
188521402416
180.2202.8228.7
314.2350.8
477.8530.9587.9651.97294804.8918.7105311941346152717051892
45.8258.6
95.66113.21294
185.7209.8235.7
275.2310.3350.2
477.8533.1
724.7805.8892.8990.9110912251401160818252059234026172907
71.891.6
147.7174.4199.5
284.3321.6361.6
4.914.934.97
6.306.36
7.697.727.767.807.867.897.958.028.108.168.268.338.42
2.642.74
3.783.873.93
4.814.854.89
51.2755.2759.57
55.5759 27
58.2762.4766.8771.8777.3783.2791.77101.3110.9121.2132.714.4.2155.4
34.5239.62
38.1842.1645.82
52.2756.3760.57
39.1554.0374.05
65.4986 96
91.50122.1161.1214.5288.3380.3543.7782.710891495206227423552
8.6515.04
16.1023.9233.46
43.2159.7180.7
383.7438.5504.7
846.5960.0
1559.01754.01966.02218.02535.02840.03338.03959.04611.05362.06317.07329.08392.0
84.11109.6
239.1285.0330.4
523.4599.1685.7
128601451016450
1767019850
222402479027510307703476038630445305198259560682307868089560100510
825810231
121401413016040
178302010022650
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
047
b
r
yydh
tw
ss
zztf
hi
p
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16W 14 x 16
W 14 x 10W 14 x 10W 14 x 10W 14 x 10
61687482
9099109120132
145159176193211233257283311342370398426455500550605665730
91101110122
134147162179196
2162372622873143473824214635095515926346777448189009901086
353357360363
356360364368372
375380387393399407416425435446455465474483498514531550569
254255256257
369370371373374
394395398399401404406409412416418421424428432437442448454
9.510.511.413.0
11.212.313.315.016.4
17.318.921.122.624.927.229.832.835.839.142.045.047.651.255.660.565.971.978.0
16.418.319.921.7
18.019.821.823.926.2
27.730.233.336.639.643.748.052.657.462.767.672.377.181.588.997.0106.0115.0125.0
15151515
9515151515
15151515151515151515151515151515151515
320.2320.4320.2319.6
320.0320.4320.4320.2319.6
319.6319.6320.4319.8319.8319.6320.0319.8320.2320.6319.8320.4319.8320.0320.2320.0319.0320.0319.0
290.2290.4290.2289.6
290.0290.4290.4290.2289.6
289.6289.6290.4289.8289.8289.6290.0289.8290.2290.6289.8290.4289.8290.0290.2290.0289.0290.0289.0
M27M27M27M27
M27M27M27M27M27
M27M27M27M27M27M27M27M27M27M27M27M27M27M27M27M27M27M27M27
90.090.591.493.0
100100102104104
106108110112114116118122124128132134140144148154158164170
164165166167
264264266268268
288290292294296298300304306310312316312316320326330336342
115.0129.0141.0155.0
171.0188.0206.0228.0250.0
275.0301.0334.0366.0400.0442.0488.0537.0590.0652.0703.0755.0806.0865.0948.01050.01150.01260.01390.0
W 14 x 14.5W 14 x 14.5W 14 x 14.5W 14 x 14.5W 14 x 14.5
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
x102
048
b
r
yydh
tw
ss
zztf
hi
p
PILLARS OF STRENGTH PILLARS OF STRENGTH
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
1.681.691.701.71
2.142.152.162.172.18
2.272.282.302.312.332.352.372.392.422.452.472.502.522.552.592.632.672.722.77
18.4716.6715.3913.99
15.9814.5813.3412.1211.10
10.489.648.758.047.426.776.205.685.234.814.494.223.983.763.483.212.962.752.55
1512168918382013
23322572283231223421
379441464620507455256140679475108283917299391076011570124001374015260169601887020940
1676188020552266
25622838313934823837
42624686526058136374713979658880987811030120501314014220153501717019260216202428027210
15.1915.2915.3615.35
15.6015.7015.8115.8615.94
16.0716.1816.3516.5016.6216.8117.0317.2417.4817.7517.9518.2018.4218.6219.0019.3919.7920.2720.73
353.0397.0435.2478.4
817.3903.9100111091222
1434157217601944212523802641293832543625394742844634499455526203693877398645
537.8605.5664.2732.0
12371369151616831856
2176238726762957323636294031448949785552605165747117768085499561107101196013380
6.236.276.306.30
9.409.439.499.529.56
10.1310.1610.2310.2910.3310.4310.4910.5810.6610.7810.8510.9311.0311.1311.2511.4011.5511.7211.90
59.8764.6768.7773.97
64.7769.4774.4780.3786.37
90.2796.87105.3113.4121.7132.2143.4155.6168.2182.1194.8207.2219.4231.8251.0272.1295.5319.5345.6
91.18125.3160.3211.8
168.8223.7295.5393.8517.1
637.3825.51116146418702510332643985735751394101156014020167902184028510373504821062290
1269145016091788
43054836543261196829
851594891094012300137401585018130208002385027630308703467038570429204998058650688908153096080
38.8342.9846.6752.81
45.1949.7253.9860.7266.50
70.3277.1086.5593.46103.3113.9126.0139.9154.3170.6184.9200.3214.0231.9256.1283.3313.8349.2385.8
4483506255706147
1508016720185602068022860
28250310403502038780426004809053620600806704075400824909017098250106900119900135500153300173400196200
26690301503309036530
4151046290515405744063630
71140787808941099710110200124900141300159600180200204500226100250200274200299500342100392200450200518900595700
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
049
b
r
yydh
tw
ss
zztf
hi
p
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
x102
W 16 x 5.5
W 16 x 5.5
26
31
36
40
45
50
57
67
77
89
100
35
40
46
41
45
50
55
60
65
71
38.8
46.1
53.0
60.0
67.0
75.0
85.0
100.0
114.0
132.0
149.0
52.0
60.0
68.0
61.0
67.0
74.0
82.0
89.0
97.0
106.0
399
403
403
407
410
413
417
415
420
425
431
450
455
459
450
454
457
460
463
466
469
140
140
177
178
179
180
181
260
261
263
265
152
153
154
189
190
190
191
192
193
194
6.4
7.0
7.5
7.7
8.8
9.7
10.9
10.0
11.6
13.3
14.9
7.6
8.0
9.1
8.1
8.5
9.0
9.9
10.5
11.4
12.6
8.8
11.2
10.9
12.8
14.4
16.0
18.2
16.9
19.3
22.2
25.0
10.8
13.3
15.4
10.8
12.7
14.5
16.0
17.7
19.0
20.6
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
49.50
58.80
68.40
76.10
85.80
94.80
108.0
127.0
146.0
169.0
190.0
66.50
76.10
87.10
76.40
85.50
94.80
105.0
114.0
123.0
134.0
381.4
380.6
381.2
381.4
381.2
381.0
380.6
381.2
381.4
380.6
381.0
428.4
428.4
428.2
428.4
428.6
428.0
428.0
427.6
427.8
427.8
361.4
360.6
361.2
361.4
361.2
361.0
360.6
361.2
361.4
360.6
361.0
408.4
408.4
408.2
408.4
408.6
408.0
408.0
407.6
407.8
407.8
M12
M12
M22
M22
M22
M22
M22
M27
M27
M27
M27
M16
M16
M16
M24
M24
M24
M24
M24
M24
M24
68
68
86
86
86
88
90
90
91.6
913
94.9
76
76
78
92
92
92
92
94
94
96
82
82
90
90
92
92
94
170
171
173
175
82
84
84
96
96
96
98
98
100
100
W 16 x 7
W 16 x 7
W 16 x 7
W 16 x 7
W 16 x 7
W 16 x 10.25
W 16 x 10.25
W 16 x 10.25
W 16 x 10.25
W 18 x 6
W 18 x 6
W 18 x 6
W 18 x 7.5
W 18 x 7.5
W 18 x 7.5
W 18 x 7.5
W 18 x 7.5
W 18 x 7.5
W 18 x 7.5
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
x102
050
b
r
yydh
tw
ss
zztf
hi
p
PILLARS OF STRENGTH PILLARS OF STRENGTH
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
1.33
1.33
1.48
1.49
1.50
1.51
1.52
1.83
1.84
1.86
1.88
1.48
1.49
1.50
1.62
1.63
1.64
1.65
1.66
1.66
1.67
34.03
28.91
27.76
25.10
22.29
20.19
17.87
18.41
16.10
14.07
12.56
28.37
25.01
21.88
27.06
24.33
22.08
20.10
18.52
17.17
15.83
12620
15550
18600
21570
24530
27460
31530
39760
46140
53830
61840
21200
25480
29680
25380
29470
33260
37000
40960
44680
48790
632.6
771.9
922.9
1060
1196
1330
1512
1916
2197
2533
2870
942.0
1120
1293
1128
1298
1456
1608
1769
1917
2081
727.8
883.6
1045
1194
1354
1510
1725
2129
2456
2850
3247
1088
1284
1487
1286
1473
1650
1829
2013
2189
2385
15.93
16.26
16.54
16.87
16.91
16.98
17.06
17.70
17.79
17.89
18.04
17.89
18.33
18.44
18.23
18.56
18.75
18.83
18.96
19.02
19.04
27.4
30.49
32.41
33.77
38.39
42.37
48.05
44.05
51.2
58.87
66.35
36.4
38.85
44.31
38.59
40.91
43.67
48.06
51.33
55.76
61.34
403.5
513.6
1009
1205
1379
1559
1803
4954
5725
6739
7765
634.0
796.1
940.5
1217.5
1454.4
1661
1862
2093
2282
2515
57.65
73.37
114.0
135.4
154.1
173.2
199.3
381.1
438.7
512.5
586.1
83.43
104.1
122.1
128.8
153.1
174.8
195.0
218.0
237.8
259.2
90.55
114.9
176.6
209.0
238.6
268.7
310.1
581.4
670.9
785.4
899.8
131.5
163.1
192.1
200.5
237.5
271.0
303.0
338.8
370.4
405.3
2.85
2.95
3.85
3.99
4.01
4.05
4.08
6.25
6.27
6.33
6.39
3.09
3.24
3.28
3.99
4.12
4.19
4.22
4.29
4.31
4.32
35.67
41.11
41.01
45.02
49.28
53.37
59.04
55.52
61.92
69.42
76.62
40.92
46.32
51.62
41.42
45.62
49.74
53.63
57.66
61.35
65.49
11.17
19.25
2275
32.81
46.9
63.79
93.24
99.70
149.4
227.1
324.1
21.24
33.58
51.07
26.02
37.46
52.03
69.55
91.36
113.9
146.6
153.2
196.6
387.2
467.4
538.5
612.8
715.2
1961
2296
2730
3195
304.8
387.2
461.2
586.0
706.8
811.4
915.7
1035
1137
1260
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
051
b
r
yydh
tw
ss
zztf
hi
p
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
x102
W 18 x 11W 18 x 11W 18 x 11W 18 x 11W 18 x 11W 18 x 11W 18 x 11W 18 x 11W 18 x 11
768697106119130143158175
445057
6268738393
101111122132147166182201
5562
113128144158177193213235260
66.074.085.0
92.0101109123138
150165182196219248272300
82.092.0
463467472476482489495501509
525529535
533537539544549
543546551554560571577585
599603
280282283284286283285287289
165166166
209210211212214
312313315316318315318319
178179
10.812.213.615.016.617.018.520.622.6
8.99.710.3
10.210.911.613.114.7
12.714.015.216.518.319.021.123.1
10.010.9
17.319.622.123.926.930.533.536.640.4
11.413.616.5
15.617.418.821.223.6
20.322.224.426.329.234.537.641.4
12.815
101010101010101010
131313
1313131313
1313131313131313
1313
144.0163.0184.0201.0226.0,247.0271.0299.0331.0
83.9094.80108.0
118.0129.0139.0157.0176.0
192.0211.0232.0250.0279.0315.0346.0382.0
105.0117.0
428.4427.8427.8428.2428.2428.0428.0427.8428.2
502.2501.8502.0
501.8502.2501.4501.6501.8
502.4501.6502.2501.4501.6502.0501.8502.2
573.4573.0
408.4407.8407.8408.2408.2408..408.0407.8408.2
476.2475.8476.0
475.8476.2475.4475.6475.8
476.4475.6476.2475.4475.6476.0475.8476.2
547.4547.0
M27M27M27M27M27M27M27M27M27
M22M22M22
M27M27M27M27M27
M27M27M27M27M27M27M27M27
M24M24
90.090.092.094.094.097.098.5100.6102.6
88.989.790.3
94.094.096.096.098.0
92.794.095.296.598.399.0101.1103.1
90.090.9
174176178178180193195197199
939494
104104106106108
222223225226228225228229
100101
W 21 x 6.5W 21 x 6.5W 21 x 6.5
W 21 x 8.25W 21 x 8.25W 21 x 8.25W 21 x 8.25W 21 x 8.25
W 21 x 12.25W 21 x 12.25W 21 x 12.25W 21 x 12.25W 21 x 12.25W 21 x 12.25W 21 x 12.25W 21 x 12.25
W 24 x 7W 24 x 7
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
x102
052
b
r
yydh
tw
ss
zztf
hi
p
PILLARS OF STRENGTH PILLARS OF STRENGTH
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
2.012.022.032.042.062.062.082.092.11
1.671.681.69
1.861.871.881.891.90
2.282.292.302.312.332.342.362.38
1.871.88
17.7615.7414.0612.9511.6010.659.768.908.12
25.4022.4719.96
20.1318.4117.2315.3213.74
15.1813.8712.7111.7910.659.498.687.94
22.8020.34
240227283076334637774186461950835646
133715541816
20732300247627983139
37164066448648395396621968407548
18712145
267330493454377442824754527258396525
156318102105
23622623282632083617
41484556504254596116706378148672
21992515
19.6519.7319.8619.9120.0720.3920.5420.6320.83
20.4720.7721.22
21.6721.8521.9322.0222.10
22.9322.9523.1023.1423.2723.7723.8724.05
23.1723.45
52.4559.3266.4273.4181.9784.9092.94103.80114.8
50.1354.9859.15
58.0762.7266.4775.3484.98
73.1180.5587.8495.36106.2112.4125.0137.8
63.4069.44
63357333835891371051011540129501445016300
857.310421264
23792692295133773870
1029011360127301385015680180002019022450
12091441
452.5520,1590.7643.5743.7815.5908.710071128
103.9125.5152.2
227.7256.4279.7318.6361.7
659.3725.8808.1876.7986.0114312701408
135.8161.0
691.3795.9905.5988.711311253139815541743
166.2200.3241.8
354.8399.9436.5499.2569.1
10101113124113491520175919592176
218.3258.5
6.636.706.746.756.826.856.916.957.01
3.203.313,42
4.504.564.614.644.68
7.327.347.417.447.507.577.637.67
3.403.50
57.1263.1169.5174.5182.1689.7297.22105.5115.1
46.9352.1358.23
56.5960.9564.3970.7177.16
68.5373.6379.2384.3391.93103.2111.5121.1
50.8356.13
118.8172.6245.5314.1445.2607.3803.310591423
33.2949.274.55
76.96102.9127.4182.3254.0
218.2286.2377.6474.6649.7985.612931718
50.5872.81
314336664224466254316055688277758922
562.9688.6845.5
15891813199123002660
701977828812962911020129301466016550
10341239
5560063690726007962091040102400114300127300143700
351004110048580
5524061760667307610086160
100900111000123600134000151100177500197300220800
5603064680
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
053
b
r
yydh
tw
ss
zztf
hi
p
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
x102
W 30 x 10.5W 30 x 10.5W 30 x 10.5W 30 x 10.5W 30 x 10.5W 30 x 10.5
W 24 x 9W 24 x 9W 24 x 9W 24 x 9W 24 x 9
68768494103
104117131146162176192229279306335370
8494102114129
99108116124132148
101113125140153
155174195217241262285341415455498551
125140152170192
147161173185196220
603608612617623
611616622628635641647661679689699711
678684688693702
753758762766770779
228228229230229
324325327328329327329333338340343347
253254254256254
265266267267268266
10.511.211.913.114
12.714
15.416.517.119
20.624.429.532
35.138.6
11.712.413.114.515.5
13.213.814.414.915.616.5
14.917.319.622.224.9
19.021.624.427.731.034.037.143.953.157.963.069.1
16.318.921.123.627.9
17.019.321.623.625.430.0
1313131313
131313131313131313131313
1515151515
171717171717
130.0145.0159.0179.0196.0
197.0222.0248.0277.0308.0333.0361.0434.0529.0579.0635.0702.0
160.0179.0194.0216.0244.0
188.0205.0221.0235.0251.0281.0
573.2573.4572.85726573.2
573.0572.8573.2572.6573.0573.0572.8573.2572.8573.2573.0572.8
645.4646.2645.8645.8646.2
719.0719.4718.8718.8719.2719.0
547.2547.4546.8546.6547.2
547.0546.8547.2546.6547.0547.0546.8547.2546.8547.2547.0546.8
615.4616.2615.8615.8616.2
685.0685.4684.8684.8685.2685.0
M27M27M27M27M27
M27M27M27M27M27M27M27M27M27M27M27M27
M27M27M27M27M27
M27M27M27M27M27M27
9494969694
969898100100102104108114116120122
100100102102104
106106106106108108
122122124124139
218220222222224222224228232234238242
148148
148150148
160160162162162160
W 24 x 12.75W 24 x 12.75W 24 x 12.75W 24 x 12.75W 24 x 12.75W 24 x 12.75W 24 x 12.75W 24 x 12.75W 24 x 12.75W 24 x 12.75W 24 x 12.75W 24 x 12.75
W 27 x 10W 27 x 10W 27 x 10W 27 x 10W 27 x 10
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
x102
054
b
r
yydh
tw
ss
zztf
hi
p
PILLARS OF STRENGTH PILLARS OF STRENGTH
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
2.072.082.092.112.12
2.472.482.502.512.532.532.552.582.632.652.682.71
2.322.332.342.362.36
2.512.522.532.542.552.56
20.3618.3716.7115.0313.74
15.9514.2412.7711.5310.629.698.927.596.335.845.374.92
18.4716.6915.3913.8612.35
17.0615.7214.5813.7412.9611.62
25362881322436304019
4222477853986076674673638059963011780129031415015682
34953979437849045639
441149095402582162417143
29053290367941504602
47285362607468487605834991751107013690150931667018599
40094549500256186457
511056666218669171748198
24.2724.6224.8625.0525.29
25.5725.7425.9526.2126.5726.6326.7827.0927.4827.7227.9228.18
27.2227.6427.8828.0228.49
29.7630.1730.4930.7630.9531.48
67.3171.9977.2885.0291.66
81.5790.2899.83107.7112.8125.6136.7163.4199.9218.5241.1267.2
84.2490.0795.63106.1114.8
105.4111.0116.4121.1127.3136.3
29503425393245144998
107801237014240163101843019850220602709034300380904258048400
44105174577766187643
528960706873751081759440
258.8300.5343.4392.5436.5
666.0761.0871.0995.011201214134116272030224124832790
348.6407.4454.9517.0601.8
399.2456.6514.9562.5610.1709.9
404.4468.8535.6613.1682.4
102211701340153117211871207125223160349638854377
545.5636.4710.3809.3941.0
630.8719.7809.9883.9958.81113
4.774.874.965.035.05
7.397.467.567.677.797.727.797.908.058.118.198.30
5.255.395.465.535.60
5.315.455.575.655.715.80
55.5761.0166.3772.7179.03
65.9372.4379.4387.1394.33102.2110.0127.4150.9163.0176.3192.0
61.8767.7772.8779.2788.87
67.1272.3277.5282.0286.3296.42
79.88113.3156.0220.0297.5
197.7283.2400.9564.6758.6998.1129521533824494864208525
119.4168.4221.4306.7463.2
161.5211.7273.6336.7408.9609.0
25452981344239824457
94371092012700146801678018250204802572033470377704285049570
48165709640873938657
714182599391103201129013200
764708757098650111990125200
129000147200167900190800214200235990260700318300399800444520494700557510
116480136070150600169930197900
166100186060205800223000240300278200
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
055
b
r
yydh
tw
ss
zztf
hi
p
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
x102
W 33 x 11.05
W 33 x 11.05
W 33 x 11.05
W 33 x 11.05
W 33 x 11.05
118
130
141
152
169
135
150
160
170
182
194
210
230
245
260
280
300
328
359
393
439
527
650
176
193
210
226
251
201
223
238
253
271
289
313
342
365
387
417
446
488
534
585
653
784
967
835
840
846
851
859
903
911
915
919
923
927
932
912
916
921
928
933
942
950
960
972
996
1028
292
292
293
294
292
304
304
305
306
307
308
309
418
419
420
422
423
422
425
427
431
437
446
14
14.7
15.4
16.1
17.0
15.2
15.9
16.5
17.3
18.4
19.4
21.1
19.3
20.3
21.3
22.5
24
25.9
28.4
31.0
34.5
40.9
50
18.8
21.7
24.4
26.8
31.0
20.1
23.9
25.9
27.9
30.0
32.0
34.5
32.0
34.3
36.6
39.9
42.7
47.0
51.1
55.9
62.0
73.9
89.9
18
18
18
18
18
19
19
19
19
19
19
19
24
24
24
24
24
24
24
24
24
24
24
224.0
247.0
268.0
28&0
319.0
256.0
285.0
303.0
323.0
346.0
368.0
399.0
436.0
465.0
494.0
532.0
570.0
622.0
680.0
716.0
832.0
998.0
1232
797.4
796.6
797.2
797.4
797
862.8
863.2
863.2
863.2
863
863
863
848
847.4
847.8
848.2
847.6
848
847.8
848.2
848
848.2
848.2
761.4
760.6
761.2
761.4
761.0
824.8
825.2
825.2
825.2
825
825
825
800
799.4
799.8
800.2
799.6
800
799.8
800.2
800
800.2
800.2
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
108
108
110
110
112
112
112
112
114
114
116
118
126
128
128
130
130
132
136
138
144
152
160
186
186
188
188
186
198
198
200
200
202
202
204
312
314
314
316
318
316
320
322
320
326
334
W 36 x 12
W 36 x 12
W 36 x 12
W 36 x 12
W 36 x 12
W 36 x 12
W 36 x 12
W 36 x 16.5
W 36 x 16.5
W 36 x 16.5
W 36 x 16.5
W 36 x 16.5
W 36 x 16.5
W 36 x 16.5
W 36 x 16.5
VV 36 x 16.5
W 36 x 16.5
W 36 x 16.5
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
x102
056
b
r
yydh
tw
ss
zztf
hi
p
PILLARS OF STRENGTH PILLARS OF STRENGTH
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
2.78
2.79
2.80
2.81
2.82
2.96
2.97
2.98
2.99
3.00
3.01
3.03
3.42
3.43
3.44
3.46
3.47
3.48
3.50
3.52
3.56
3.62
3.70
15.79
14.40
13.29
12.42
11.25
14.70
13.26
12.53
11.80
11.06
10.45
9.67
9.98
9.40
8.88
8.27
7.76
7.13
6.56
6.02
5.45
4.62
3.83
246400
278400
310700
340100
386500
325200
376800
406400
437500
471600
504500
548200
624900
670500
718300
787600
846800
935390
1031000
1143090
1292000
1593000
2033000
5901
6630
7346
7992
8999
7203
8273
8883
9520
10218
10884
11765
13700
14640
15600
16970
18150
19860
21710
23814
26590
31980
39540
6816
7627
8430
9163
10304
8356
9540
10229
10963
11783
12566
13629
15450
16520
17630
19210
20600
22615
24830
27363
30730
37340
46810
33.15
33.60
34.02
34.32
34.79
35.61
36.32
36.59
36.79
36.91
37.04
37.10
37.85
38.00
38.17
38.46
38.56
38.80
38.94
39.16
39.41
39.95
40.64
123.8
130.9
138.1
145.1
154.7
144.9
1532
159.6
167.9
178.8
188.9
205.6
190.1
200.4
210.9
223.9
239.1
259.3
284.8
312.0
348.7
417.6
517.1
7823
9029
10260
11380
12900
9442
11220
12290
13370
14520
15640
17040
39010
42120
45280
50070
53980
59010
65560
72770
83050
103300
133900
535.8
618.5
700.2
774.3
883.6
621.2
738.5
805.6
873.6
945.8
1016
1103
1867
2011
2156
2373
2552
2797
3085
3408
3854
4728
6003
843.6
971.3
1098
1213
1383
982.3
1163
1267
1375
1491
1603
1748
2882
3106
3332
3668
3951
4336
4796
5310
6022
7424
9486
5.91
6.05
6.18
6.28
6.36
6.07
6.27
6.36
6.43
6.48
6.52
6.54
9.46
9.52
9.58
9.70
9.73
9.75
9.82
9.88
9.99
10.18
10.43
72.69
79.19
85.29
90.79
100.1
77.66
85.96
90.56
95.36
100.7
105.7
112.4
111.4
117.0
122.6
130.4
137.5
148.0
158.7
170.9
186.6
216.8
257.9
226.9
309.9
409.0
517.5
737.6
298.0
426.8
518.8
630.9
775.0
929.8
1171
1193
1446
1734
2200
2685
3514
4542
5932
8124
13730
24930
12990
15070
17260
19280
22050
18340
22020
24200
26450
28840
31210
34160
75410
81730
88370
98540
106740
117890
132070
148220
171280
218490
292450
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
057
b
r
yydh
tw
ss
zztf
hi
p
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
x102
149167183211235264278294331392
199215249277297324362372397431503593
230262290335
222249272314350393415438494584
296321371412443483539554591642748883
343390433499
9709809901000100810161020102610361056
9829901000100810121020103010321040104810681092
1090110011081118
300300300300302303304305309314
400400400402402404407408409412417424
400400402405
1616.516.519.121.124.426273136
16.516.519
21.123.625.428.429.5313439
45.5
18202226
21.12631
35.940
43.946495464
27.131
36.140
41.946
51.152
55.9607082
31364045
30303030303030303030
303030303030303030303030
20202020
282317346400446501528556629744
3774084735255646156877067538189531125
436497551635
928928928928928928928928928928
928928928928
928.2928
927.8928
928.2928928928
1028102810281028
868868868868868868868868868868
868868868868
868.2868
867.2868
868.2868868868
988988988988
M27M27M27M27M27M27M27M27M27M27
M27M27M27M27M27M27M27M27M27M27M27M27
M27M27M27M27
134134134136140142144137148154
134134136140142144146150148154160166
116118120124
194194194194196198198215204208
294294294296296298302296304300306312
294294296300
W 40 x 12W 40 x 12W 40 x 12W 40 x 12W 40 x 12W 40 x 12W 40 x 12W 40 x 12W 40 x 12W 40 x12
W 40 x 16W 40 x 16W 40 x 16W 40 x16W 40 x 16W 40 x 16W 40 x 16W 40 x 16W 40 x 16W 40 x 16W 40 x 16W 40 x 16
W 44 x16W 44 x 16W 44 x 16W 44 x16
Designationkg/mlbs/ft
G
A
mm
h h tw hi d Pmix
Dimensions for DetailingDimensions
Pmaxtf r
mm mm mm mm mm mmØ
mm mmmm²
x102
058
b
r
yydh
tw
ss
zztf
hi
p
PILLARS OF STRENGTH PILLARS OF STRENGTH
AMERICAN WIDE FLANGE BEAMSDIMENSIONS ACCORDING TO ASTM A6 / A6M - 03TOLERANCES : ASTM A6 / A6M - 03
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
3.063.083.103.113.133.143.153.173.193.24
3.483.503.513.533.533.553.583.593.603.623.673.74
3.713.733.753.77
13.7712.3711.379.908.968.017.607.246.475.56
11.7610.899.478.587.997.366.646.476.105.654.914.23
10.839.558.667.56
37.9738.9739.9640.1140.3040.1840.1740.4140.4240.93
40.5241.2741.4841.6641.4141.6641.8341.7942.0542.1242.6243.16
44.5844.9845.1945.14
172.2180.7184.6213.4236.0271.3288.6300.9344.5403.2
181.5184.6212.5235.0261.8282.7316.4328.0346.3379.6438.9516.5
206.5230.6254.4300.4
6367849341082122313531428153217362130
144316561924216022642510283228973130341240824952
1656192421602468
1020124514701713194121682298246428183475
223525552976334835293919443645474916537964597874
2568298833623870
5.816.096.356.376.446.406.416.476.536.70
8.759.009.039.108.989.089.169.159.229.279.459.66
8.718.808.878.87
93.35103.6113.6126.0136.2147.3153.1160.1174.1199.1
105.6113.6126.1136.1142.5152.5165.7168.6177.9189.1214.1244.6
103.4115.4125.4139.4
406584.4822.41252170123322713320044337230
762.61021157521342545331145464860592774401167018750
1037156421303135
21370266203207037540430204808051080552906401081240
659007603089440101460106740119900137550141330154330170670210650265670
92710108680123500143410
9546117501400016230184602050021710233602682033430
2885033120384804341045500507105763059100640107028085110104970
33120384804341049980
840598181119012880143501590016728177401984523600
126001407016240180501910120931233502388025597276833243338396
15920182802032023150
9803113501282014850165901854019571207702341328039
142201580018330204402177723923268242750029530320973788145265
18060207802316026600
40770048110055380064420072300080770085310090980010280001246100
6187006964008121009098009665101067480120254012320001331040145059017319402096420
867400100500011260001294000
AL AGIy Wel.y Wel.zWpl.y Wpl.ziy iz Ss It IwIzAvz
Strong Axis y - y Weak Axis z - z
m²/mx104 x104 x104 x109x103 x103 x103x103 x102x10 x10
mm³ mm³ mm mm6mm³ mm³ mm mmmm²m²/t
Surface Section Proportion
059
b
r
yydh
tw
ss
zztf
hi
p
DesignationWeight per
MetreG
Depth ofSection
h
Depth ofSection
b
Thickness ofWeb
tw
Thickness ofWeb
tf
Radius of theRoof Fillet
r
Area ofSection
A
Area ofSection
A
Inner DepthBetween Flanges
hi
Inner DepthBetween Flanges
hi
Depth of StraightPortion of Web
hi
kg/m mm mm mm mm mm mm mmcm²
HE 100 AAHE 100 AHE 100 B
12.216.720.4
14.619.926.7
18.124.733.7
23.830.442.676.2
28.735.551.288.9
34.642.361.3103
40.450.571.5117
47.460.383.2157
54.168.293.0172
9196100
109114120
128133140
148152160180
167171180200
186190200220
205210220240
224230240270
244250260290
4.25.06.0
4.25.06.5
4.35.57.0
4.56.08.014.0
5.06.08.514.5
5.56.59.015.0
6.07.09.515.5
6.57.510.018.0
6.57.510.018.0
100100100
120120120
140140140
160160160166
180180180186
200200200206
220220220226
240240240248
260260260268
5.58.010.0
5.58.011.0
6.08.512.0
7.09.013.023.0
7.59.514.024.0
8.010.015.025.0
8.511.016.026.0
9.012.017.032.0
9.512.517.532.5
121212
121212
121212
15151515
15151515
18181818
18181818
21212121
24242424
15.621.226.0
18.625.334.0
23.031.443.0
30.438.854.397.1
36.545.365.3113
44.153.878.1131
51.564.391.0149
60.476.8106200
69.086.8118220
808080
989898
116116116
134134134134
152152152152
170170170170
188188188188
206206206206
225225225225
565656
747474
929292
104104104104
122122122122
134134134134
152152152152
164164164164
177177177177
HE 120 AAHE 120 AHE 120 B
HE 140 AAHE 140AHE 140 B
HE 160 AAHE 160 AHE 160 BHE 160 M
HE 180 AAHE 180 AHE 180 BHE 180 M
HE 200 AAHE 200 AHE 200 BHE 200 M
HE 220 AAHE 220 AHE 220 BHE 220 M
HE 240 MHE 240 AHE 240 13HE 240 M
HE 260 AAHE 260 AHE 260 BHE 260 M
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
060
PILLARS OF STRENGTH PILLARS OF STRENGTH
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
237349450
413606864
71910331509
1283167324925098
1967251038317483
29443692569610640
41705410809114600
583577631126024290
7981104501492031310
92.1134167
159231318
275389550
4796168891759
73092513632580
1068133620033651
1510195528435012
2077276939238158
27883668513510450
52.072.889.9
75.8106144
112155216
173220312566
236294426748
317389570967
4075157361217
5216759381799
65483611482159
3.894.064.16
4.724.895.04
5.595.735.93
6.506.576.787.25
7.347.457.668.13
8.178.288.549.00
9.009.179.439.89
9.8310.110.311.0
10.811.011.211.9
2.432.512.53
2.933.023.06
3.453.523.58
3.973.984.054.26
4.474.524.574.77
4.924.985.075.27
5.425.515.595.79
5.876.006.086.39
6.366.506.586.90
18.426.833.5
26.538.552.9
39.355.678.5
59.876.9111212
81.1103151277
107134200354
137178258444
173231327657
214282395780
58.483.0104
84.1119165
124173245
190245345675
258325481883
3474296431135
4455688271419
57174510532117
71492012832524
28.441.151.4
40.658.981.0
59.984.8120
91.4118170325
124156231425
163204306543
209271394679
2643524981006
3284306021192
2.335.289.33
2.596.0413.9
3.438.1020.2
6.4312.131.3161
8.3114.942.2201
12.521.059.7258
15.528.677.0313
22.142.1104626
30.154.2127720
0.0020.0030.003
0.0040.0060.009
0.0100.0150.023
0.0240.0310.0480.108
0.0460.0600.0940.200
0.0850.1080.1710.347
0.1460.1940.2960.574
0.2400.3290.4881.15
0.3830.5170.7551.73
Moment ofInertia
Radius ofModulus
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz
Elastic SectionalModulus
Wy Wz
Plastic SectionModulus
Wply Wplz
WarpingConstant
TorsionalConstant
lw lt
061
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
DesignationWeight per
MetreG
Depth ofSection
h
Depth ofSection
b
Thickness ofWeb
tw
Thickness ofWeb
tf
Radius of theRoof Fillet
r
Area ofSection
A
Inner DepthBetween Flanges
hi
Depth of StraightPortion of Web
hi
kg/m mm mm mm mm mm mm mmcm²
61.276.4103189
69.888.3117177238
74.297.6127245
78.9105134248
83.7112142250
92.4107125155256
100123140171263
107155187270
264270280310
283290300320340
301310320359
320330340377
339350360395
378384390400432
425435440450478
472490500524
280280280288
300300300305310
300300300309
300300300309
300300300308
300297300300307
300300300300307
300300300306
7.08.010.518.5
7.58.511.016.021.0
8.09.011.521.0
8.59.512.021.0
9.010.012.521.0
9.510.011.013.521.0
10.010.211.514.021.0
10.512.014.521.0
10.013.018.033.0
10.514.019.029.039.0
11.015.520.540.0
11.516.521.540.0
12.017.522.540.0
13.016.019.024.040.0
13.518.521.026.040.0
14.023.028.040.0
24242424
2727272727
27272727
27272727
27272727
2727272727
2727272727
27272727
7897.3131240
88.9113149225303
94.6124161312
101133171316
107143181319
118136159198326
127158178218335
137198239344
244244244244
262262262262262
279279279279
297297297297
315315315315
352352352352352
398398398398398
444444444444
196196196196
208208208208208
225225225225
243243243243
261261261261
298298298298298
344344344344344
390390390390
HE 280 AAHE 280 AHE 280 BHE 280 M
HE 300 AAHE 300 AHE 300 BHE 300 CHE 300 M
HE 320 AAHE 320 AHE 320 BHE 320 M
HE 340 AAHE 340 AHE 340 BHE 340 M
HE 360 AAHE 360 AHE 360 BHE 360 M
HE 400 AAHE 400 x 107HE 400 AHE 400 BHE 400 M
HE 450 AAHE 450 x 123HE 450 AHE 450 BHE 450 M
HE 500 AAHE 500 AHE 500 BHE 500 M
DesignationWeight per
MetreG
Depth ofSection
h
Depth ofSection
b
Thickness ofWeb
tw
Thickness ofWeb
tf
Radius of theRoof Fillet
r
Area ofSection
A
Area ofSection
A
Inner DepthBetween Flanges
hi
Inner DepthBetween Flanges
hi
Depth of StraightPortion of Web
hi
kg/m mm mm mm mm mm mm mmcm²
062
PILLARS OF STRENGTH PILLARS OF STRENGTH
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
Moment ofInertia
Radius ofModulus
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
10560136701927039550
1380018260251704095059200
16450229303082068130
19550276903666076370
23040330904319084870
31250376404507057680104100
41890558606372079890131500
5464086970107200161900
36644763659513160
4734631085631374019400
49596985923919710
51857436969019710
541078871014019520
5861699885641082019340
6088833894651172019340
6314103701262019150
11.611.912.112.8
12.512.713.013.514.0
13.213.613.814.8
13.914.414.615.6
14.715.215.516.3
16.316.616.817.117.9
18.218.818.919.119.8
20.021.021.221.7
6.857.007.097.40
7.307.497.587.808.00
7.247.497.577.95
7.187.467.537.90
7.127.437.497.83
7.067.207.347.407.70
6.927.277.297.337.59
6.797.247.277.46
800101313762551
9761260167825593482
1093147919263796
1222167821564052
1359189124004297
16541960231128844820
19712568289635515501
2315355042876180
262340471914
3164215719011252
3314666161276
3464966461276
3615266761268
3914715717211260
4065566317811260
4216918421252
873111215342966
10651383186929274078
1196162821494435
1341185024084718
1495208826834989
18242165256232325571
21832836321639826331
2576394948157094
3995187181397
48264187013741913
5067109391951
5297569861953
55380210321942
60072187311041934
62485096611981939
649105912921932
0.5910.7861.132.52
0.8791.201.692.914.39
1.041.512.075.01
1.231.832.465.60
1.452.182.896.15
1.952.372.953.827.43
2.583.624.155.279.28
3.315.657.0311.2
35.563.5146807
47.887.81896041411
53.61122301506
60.01312631512
67.11532981513
81.31261933611520
91.41782504481534
1033185481544
Iy Iz iy iz
Elastic SectionalModulus
Wy Wz
Plastic SectionModulus
Wply Wplz
WarpingConstant
TorsionalConstant
lw lt
Moment ofInertia
Radius ofModulus
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz
Elastic SectionalModulus
Wy Wz
Plastic SectionModulus
Wply Wplz
WarpingConstant
TorsionalConstant
lw lt
063
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
DesignationWeight per
MetreG
Depth ofSection
h
Depth ofSection
b
Thickness ofWeb
tw
Thickness ofWeb
tf
Radius of theRoof Fillet
r
Area ofSection
A
Inner DepthBetween Flanges
hi
Depth of StraightPortion of Web
hi
kg/m mm mm mm mm mm mm mmcm²
HE 550 AAHE 550 AHE 550 BHE 550 M
120166199278
129137151174178212285
138190225293
150166204241301
172224262317
198252291333
222272314349
522540550572
571575582588590600620
620640650668
670678690700716
770790800814
870890900910
97099010001008
300300300306
300300300300300300305
300300300305
300300300300304
300300300303
300300300302
300300300302
11.512.515.021.0
12.011.811.613.613.015.521.0
12.513.516.021.0
13.012.514.517.021.0
14.015.017.521.0
15.016.018.521.0
16.016.519.021.0
15.024.029.040.0
15.517.520.623.925.030.040.0
16.026.031.040.0
17.021.027.032.040.0
18.028.033.040.0
20.030.035.040.0
21.031.036.040.0
27272727
27272727272727
27272727
2727272727
30303030
30303030
30303030
153212254354
164175193223226270364
176242286374
191212260306383
218286334404
252321371424
282347400444
492492492492
540540540540540540540
588588588588
636636636636636
734734734734
830830830830
928928928928
438438438438
486486486486486486486
534534534534
582582582582582
674674674674
770770770770
868868868868
HE 600 AAHE 600 x 137HE 600 x 151HE 600 x 174HE 600 AHE 600 BHE 600 M
HE 650 AAHE 650 AHE 650 BHE 650 M
HE 700 AAHE 700 x 166HE 700 AHE 700 BHE 700 M
HE 800 AAHE 800 AHE 800 BHE 800 M
HE 900 AAHE 900 AHE 900 BHE 900 M
HE 1000 AAHE 1000 AHE 1000 BHE 1000 M
DesignationWeight per
MetreG
Depth ofSection
h
Depth ofSection
b
Thickness ofWeb
tw
Thickness ofWeb
tf
Radius of theRoof Fillet
r
Area ofSection
A
Area ofSection
A
Inner DepthBetween Flanges
hi
Inner DepthBetween Flanges
hi
Depth of StraightPortion of Web
hi
kg/m mm mm mm mm mm mm mmcm²
064
PILLARS OF STRENGTH PILLARS OF STRENGTH
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
Moment ofInertia
Radius ofModulus
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz
Elastic SectionalModulus
Wy Wz
Plastic SectionModulus
Wply Wplz
WarpingConstant
TorsionalConstant
lw lt
72870111900136700198000
91870101500117100136400141200171000237400
113900175200210600281700
142700168900215300256900329300
208900303400359100442600
301100422100494100570400
406500553800644700722300
6767108201308019160
69937893928710780112701353018980
7221117201398018980
76739471121801444018800
8134126401490018630
9041135501582018450
9501140001628018460
21.823.023.223.6
23.724.124.724.725.025.225.6
25.526.927.127.5
27.328.228.829.029.3
30.932.632.833.1
34.636.336.536.7
38.040.040.140.3
6.657.157.177.35
6.536.706.907.007.057.087.22
6.416.976.997.13
6.346.696.846.877.01
6.106.656.686.79
5.996.506.536.60
5.806.356.386.45
2792414649716923
3218252940244639478757017660
3676547464808433
42604982624173409198
54267682897710870
692394851098012540
8380111901289014330
4517218721252
4665266197197519021244
4817829321245
5126318129631237
5428439941230
60390310541222
63393410851222
3128462255917933
3623395244835202535064258772
4160613673209657
484055987032832710540
622586991023012490
7999108101258014440
9777128201486016570
699110713411937
7248149531109115613911930
751120514411936
800978125714951929
857131215531930
958141416581929
1016147017161940
4.357.208.8713.60
5.406.137.328.579.0011.0016.00
6.5911.0013.4018.70
8.1810.2013.4016.1021.50
11.5018.3021.9027.90
16.3025.0029.6034.90
21.4032.2037.8043.20
1273606101559
1421772473744076771570
1584587491584
1862745228391595
2436099591657
32274911501683
38783512671713
Moment ofInertia
Radius ofModulus
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz
Elastic SectionalModulus
Wy Wz
Plastic SectionModulus
Wply Wplz
WarpingConstant
TorsionalConstant
lw lt
065
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
DesignationG h b tw tf r AA hihi dd
kg/m mm mm mm mm mm mm mmcm²
IPE 100AIPE 100
6.898.10
8.6610.4
10.512.914.4
12.715.817.7
15.418.821.322.1
18.422.425.126.6
22.226.229.431.6
26.230.734.337.3
98100
118120
138140142
157160162
177180182183
197200202204
217220222225
237240242245
5555
6464
737372
828281
91919289
10010010298
110110112108
120120122118
3.64.1
3.84.4
3.84.75.3
4.05.05.6
4.35.36.06.4
4.55.66.26.6
5.05.96.66.7
5.26.27.07.5
4.75.7
5.16.3
5.66.97.8
5.97.48.5
6.58.09.09.5
7.08.59.510.5
7.79.210.211.8
8.39.810.812.3
77
77
777
999
9999
12121212
12121212
15151515
8.7810.3
11.013.2
13.416.418.4
16.220.122.6
19.623.927.128.1
23.528.532.033.9
28.333.437.440.2
33.339.143.747.5
88.688.6
107.4107.4
126.2126.2126.4
145.2145.2145.0
164.0164.0164.0164.0
183.0183.0183.0183.0
201.6201.6201.6201.4
220.4220.4220.4220.4
74.674.6
93.493.4
112.2112.2112.4
127.2127.2127.0
146.0146.0146.0146.0
159.0159.0159.0159.0
177.6177.6177.6177.4
190.4190.4190.4190.4
IPE 120AIPE 120
IPE 140 AIPE 140IPE 140 R
IPE 160AIPE 160IPE 160 R
IPE 180 AIPE 180IPE 180 0IPE 180 R
IPE 200 AIPE 200IPE 200 0IPE 200 R
IPE 220 AIPE 220IPE 220 0IPE 220 R
IPE 240 AIPE 240IPE 240 0IPE 240 R
066
PILLARS OF STRENGTH PILLARS OF STRENGTH
067
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz Wy Wz Wply Wplz lw lt
141171
257318
435541611
689869989
1063131715051554
1591194322112363
2317277231343474
3290389243694823
13.115.9
22.427.7
36.444.948.8
54.468.375.7
81.9101117112
117142169166
171205240249
240284329339
4.014.07
4.834.90
5.705.745.77
6.536.586.62
7.377.427.457.44
8.238.268.328.35
9.059.119.169.29
9.949.9710.010.1
1.221.24
1.421.45
1.651.651.63
1.831.841.83
2.052.052.082.00
2.232.242.302.21
2.462.482.532.49
2.682.692.742.67
28.834.2
43.853.0
63.377.386.1
87.8109122
120146165170
162194219232
214252282309
278324361394
4.775.79
7.008.65
9.9812.313.5
13.316.718.7
18.022.225.525.2
23.428.533.133.8
31.237.342.846.1
40.047.353.957.4
33.039.4
49.960.7
71.688.399.1
99.1124140
135166189195
182221249265
240285321352
312367410450
7.549.15
11.013.6
15.519.221.3
20.726.129.4
28.034.639.939.7
36.544.651.953.2
48.558.166.971.8
62.473.984.490.1
0.0000.000
0.0010.001
0.0020.0020.002
0.0030.0040.004
0.0060.0070.0090.008
0.0110.0130.0160.016
0.0190.0230.0270.028
0.0310.0380.0440.046
0.7271.16
0.9961.69
1.342.403.36
1.933.545.05
2.674.736.657.63
4.146.929.3611.7
5.689.0312.216.4
8.5013.017.122.8
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
DesignationG h b tw tf r A hi d
kg/m mm mm mm mm mm mm mmcm²
IPE 270 AIPE 270IPE 270 0IPE 270 R
30.736.142.344.0
36.542.249.351.7
43.049.157.060.3
50.257.166.070.3
57.466.375.781.584.0
67.277.692.495.2104
267270274276
297300304306
327330334336
357.6360364366
397400404407408
447450456458460
135135136133
150150152147
160160162158
170170172168
180180182178182
190190192188194
5.56.67.57.7
6.17.18.08.5
6.57.58.59.2
6.68.09.29.9
7.08.69.710.610.6
7.69.411.011.312.4
8.710.212.213.1
9.210.712.713.7
10.011.513.514.5
11.512.714.716.0
12.013.515.517.017.5
13.114.617.618.619.6
15151515
15151515
18181818
18181818
2121212121
2121212121
39.145.953.856.0
46.553.862.865.9
54.762.672.676.8
64.072.784.189.6
73.184.596.4104107
85.598.8118121132
249.6249.6249.6249.8
278.6278.6278.6278.6
307.0307.0307.0307.0
334.6334.6334.6334.0
373.0373.0373.0373.0373.0
420.8420.8420.8420.8420.8
219.6219.6219.6219.8
248.6248.6248.6248.6
271.0271.0271.0271.0
298.6298.6298.6298.0
331.0331.0331.0331.0331.0
378.8378.8378.8378.8378.8
IPE 300 AIPE 300IPE 300 0IPE 300 R
IPE 330 AIPE 330IPE 330 0IPE 330 R
IPE 360 AIPE 360IPE 360 0IPE 360 R
IPE 400 AIPE 400IPE 400 0IPE 400 RIPE 400 V
IPE 450 AIPE 450IPE 450 0IPE 450 RIPE 450 V
DesignationG h b tw tf r AA hihi dd
kg/m mm mm mm mm mm mm mmcm²
068
PILLARS OF STRENGTH PILLARS OF STRENGTH
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
IPE 500 0
IPE 500 R
IPE 500 V
IPE 550 A
IPE 550
IPE 550 0
IPE 550 R
IPE 550 V
IPE 600 A
IPE 600
IPE 600 0
IPE 600 R
IPE 600 V
IPE 750 x 137
IPE 750 x 147
IPE 750 x 161
IPE 750 x 173
IPE 750 x 185
IPE 750 x 196
IPE 750 x 210
IPE 750 x 222
DesignationG h b tw tf r A hi d
kg/m mm mm mm mm mm mm mmcm²
IPE 500A
IPE 500
79.4
90.7
107
111
129
92.1
105
123
134
159
108
122
154
144
184
137
147
160
173
185
196
210
222
497
500
506
508
514
547
550
556
560
566
597
600
610
608
618
753
753
758
762
766
770
775
778
200
200
202
198
204
210
210
212
210
216
220
220
224
218
228
263
265
266
267
267
268
268
269
8.4
10.2
12.0
12.6
14.2
9.0
11.1
12.7
14.0
17.1
9.8
12.0
15.0
14.0
18.0
11.5
13.2
13.8
14.4
14.9
15.6
16.0
17.0
14.5
16.0
19.0
20.0
23.0
15.7
17.2
20.2
22.2
25.2
17.5
19.0
24.0
23.0
28.0
17.0
17.0
19.3
21.6
23.6
25.4
28.0
29.5
21
21
21
21
21
24
24
24
24
24
24
24
24
24
24
17
17
17
17
17
17
17
17
101
116
137
142
164
117
134
156
170
202
137
156
197
184
234
175
187
204
221
236
251
268
283
468.0
468.0
468.0
468.0
468.0
515.6
515.6
515.6
515.6
515.6
562.0
562.0
562.0
562.0
562.0
719.0
719.0
719.4
718.8
718.8
719.2
719.0
719.0
426.0
426.0
426.0
426.0
426.0
467.6
467.6
467.6
467.6
467.6
514.0
514.0
514.0
514.0
514.0
685.0
685.0
685.4
684.8
684.8
685.2
685.0
685.0
DesignationG h b tw tf r AA hihi dd
kg/m mm mm mm mm mm mm mmcm²
070
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz Wy Wz Wply Wplz lw lt
4917579069477312
71738356999410500
10230117701391014690
14520162701905020290
2029023130267502886030140
2976033740409204240046200
358420513516
519604746728
685788960958
944104312511270
11711318156416061766
15021676208520702397
11.211.211.411.4
12.412.512.612.6
13.713.713.813.8
15.115.015.015.0
16.716.516.716.716.8
18.718.518.618.718.7
3.023.023.093.03
3.343.353.453.32
3.543.553.643.53
3.843.793.863.76
4.003.954.033.934.06
4.194.124.214.134.26
368429507530
483557658686
626713833874
81290410471109
10221156132414181477
13311500179518512009
53.062.275.577.6
69.280.598.199.0
85.698.5119121
111123145151
130146172180194
158176217220247
412484575602
542628744780
702804943995
907101911861262
11441307150216181681
14941702204621152301
82.397.0118121
107125153155
133154185190
172191227236
202229269284304
246276341346389
0.0600.0710.0880.089
0.1070.1260.1580.155
0.1720.2000.2470.247
0.2830.3150.3820.389
0.4340.4920.5900.6110.673
0.7070.7941.000.9991.16
10.415.925.029.1
13.319.931.037.0
19.628.142.250.6
27.437.455.768.7
36.251.373.392.599.6
47.166.7109123149
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz Wy Wz Wply Wplz lw lt
069
PILLARS OF STRENGTH PILLARS OF STRENGTH
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz Wy Wz Wply Wplz lw lt
42930
48200
57780
59930
70720
59980
67120
79160
86600
102300
82920
92080
118300
110300
141600
159900
166100
186100
205800
223000
240300
262200
278200
1939
2142
2622
2600
3271
2432
2668
3224
3447
4265
3116
3387
4521
3993
5570
5166
5289
6073
6873
7510
8175
9011
9604
20.6
20.4
20.6
20.5
20.8
22.6
22.3
22.5
22.5
22.5
24.6
24.3
24.5
24.5
24.6
30.3
29.8
30.2
30.5
30.8
31.0
31.3
31.3
4.38
4.31
4.38
4.28
4.47
4.55
4.45
4.55
4.50
4.60
4.77
4.66
4.79
4.66
4.88
5.44
5.31
5.45
5.57
5.65
5.71
5.80
5.82
1728
1928
2284
2360
2752
2193
2441
2847
3093
3616
2778
3069
3879
3629
4582
4246
4411
4909
5402
5821
6241
6765
7152
194
214
260
263
321
232
254
304
328
395
283
308
404
366
489
393
399
457
515
563
610
672
714
1946
2194
2613
2709
3168
2475
2787
3263
3562
4205
3141
3512
4471
4175
5324
4865
5110
5666
6218
6691
7174
7762
8225
302
336
409
415
507
362
401
481
521
632
442
486
640
580
780
614
631
720
810
884
959
1054
1122
1.13
1.25
1.55
1.55
1.97
1.72
1.89
2.31
2.49
3.12
2.62
2.86
3.88
3.42
4.85
7.00
7.16
8.28
9.42
10.3
11.3
12.6
13.5
64.3
89.1
143
162
242
89.3
123
187
242
372
122
165
316
271
506
135
157
208
270
334
406
512
601
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz Wy Wz Wply Wplz lw lt
071
IPNEuropean Standard BeamsFlange slope : 14%, Dimensions : DIN 1025-1: 1963, NF A 45-209 (1983)Tolerances : EN 10024: 1985, Surface Condition according to EN 10163-3: 1991, class C, subclass 1
IPN 80 5.94
IPN 100 8.34IPN 120 11.1IPN 140 14.3IPN 160 17.9IPN 180 21.9
IPN 200 26.2IPN 220 31.1IPN 240 36.2IPN 260 41.9IPN 280 47.9
IPN 300 54.2IPN 320 61.0IPN 340 68.0IPN 360 76.1IPN 380 84.0
IPN 400 92.4IPN 450 115
IPN 500 141IPN 550 166
IPN 600 199
80
100120140160180
200220240260280
300320340360380
400450
500550
600
42
5058667482
9098106113119
125131137143149
155170
185200
215
3.9
4.55.15.76.36.9
7.58.18.79.410.1
10.811.512.213
13.7
14.416.2
1819
21.6
80
100120140160180
200220240260280
300320340360380
400450
500550
600
5.9
6.87.78.69.510.4
11.312.213.114.115.2
16.217.318.319.520.5
21.624.3
2730
32.4
3.9
4.55.15.76.36.9
7.58.18.79.410.1
10.811.512.213
13.7
14.416.2
1819
21.6
2.3
2.73.13.43.84.1
4.54.95.25.66.1
6.56.97.37.88.2
8.69.7
10.811.9
13
7.58
10.614.218.322.827.9
33.439.546.153.361
6977.786.797107
118147
179212
254
59
757924
109.1125.8142.4
159.1175.8192.5208.9225.1
241.6257.9274.3290.2306.7
322.9363.6
404.3445.6
485.8
-
-----
-M10M10M12M12
M12M12M12M12M16
M16M16
M20M22
M24
-
-----
-56606268
7480869286
92106
110118
128
G h b tw tf Pmin Pmaxr1 AAØØ
dd
kg/m mm mm mm mm mm
r2
mm mm mm mmmm²
x 10²
Designation Dimensions Dimensions for Detailing
072
ssp
45 o
d
twtf
h yy
zz
b
r1
r2
b4
PILLARS OF STRENGTH PILLARS OF STRENGTH
IPNEuropean Standard BeamsFlange slope : 14%, Dimensions : DIN 1025-1: 1963, NF A 45-209 (1983)Tolerances : EN 10024: 1985, Surface Condition according to EN 10163-3: 1991, class C, subclass 1
19.5
34.254.781.9117161
214278354442542
65378292310901260
14602040
27503610
4627
0.304
0.3700.4390.5020.5750.640
0.7090.7750.8440.9060.966
1.031.091.151.211.27
1.331.48
1.631.80
1.97
51.09
44.4739.3834.9432.1329.22
27.0424.9923.3221.6520.17
19.0217.8716.9015.8915.12
14.3612.83
11.6010.80
989
77.8
1713285739351450
21403060425057407590
980012510157001961024010
2921045850
6874099180
138800
22.8
39.863.6954136187
250324412514632
762914108012761482
17142400
32404240
5452
3.2
4.014.815.616.47.2
8.008.809.5910.411.1
11.912.713.514.215.0
15.717.7
19521.6
23.39
3.41
4.856.638.6510.8313.35
16.0319.0622.3326.0830.18
34.5839.2644.2749.9555.55
61.6977.79
95.6111.3
138.0
6.29
12.221.535.254.781.3
117162221288364
451555674818975
11601730
24803490
4674
3
4.887.4110.714.819.8
2633.141.751
61.2
72.284.798.4114131
149203
268349
435
5
8.112.417.924.933.2
43.555.770
85.9103
121143166194221
253345
456592
752
0.91
1.071.231.41.551.71
1.872.022.22.322.45
2.562.672.82.93.02
3.133.43
3.724.02
4.29
21.6
2528.431.835.238.6
4245.448.952.656.4
60.163.967.671.875.4
79.388.9
98.5107.3
117.6
0.87
1.62.714.326.579.58
13.518.625
33.544.2
56.872.590.4115141
170267
402544
787
0.09
0.270.691.543.145.92
10.517.828.744.164.6
91.8129176240319
420791
14002390
3814
AL
SurfaceSection Properties
Strong Axis
x 104
x 103
x 103
x 10 x 102
x 104
x 103
x 103
x 10 x 104
x 109
Weak Axis z-z
AG ly Wy Wpl.y SSiym²/m mm³m²/t mm³
Wz
mm³mm²mm³
Wpl.z
mm³mm
iy lw x 10
mm
lzAvz
mm
Itmm6
073
ssp
45 o
d
twtf
h yy
zz
b
r1
r2
JIS WIDE FLANGE SHAPE
9.30
17.2
13.2
23.8
14.0
21.1
31.5
18.1
40.2
18.2
21.3
30.6
49.9
56.2
65.7
25.7
29.6
44.1
644
66.5
72.4
82.2
32.0
36.7
56.8
65.4
100
100
125
125
150
148
150
175
175
198
200
194
200
200
208
248
250
244
244
248
250
250
298
300
294
298
50
100
60
125
75
100
150
90
175
99
100
150
200
204
202
124
125
175
252
249
250
255
149
150
200
201
5
6
6
6.5
5
6
7
5
7.5
4.5
5.5
6
8
12
10
5
6
7
11
8
9
14
5.5
6.5
8
9
7
8
8
9
7
9
10
8
11
7
8
9
12
12
16
8
9
11
11
13
14
14
8
9
12
14
8
10
9
10
8
11
11
9
12
11
11
13
13
13
13
12
12
16
16
16
16
16
13
13
18
18
11.85
21.90
16.84
30.31
17.85
26.84
40.14
23.04
51.21
23.18
27.16
39.01
63.53
71.53
83.69
32.68
37.66
56.24
82.06
84.70
92.18
104.7
40.80
46.38
72.38
82.36
187
383
413
847
_666
1.020
1.640
1210
2880
1580
1840
2690
4720
4980
6530
3540
4050
6120
8790
9930
10800
11500
6320
7210
11300
13300
14.8
134
29.2
293
49.5
151
563
97.5
984
114
134
507
1600
1700
2200
255
294
984
2940
3350
3650
3880
442
508
1600
1900
3.98
4.18
4.95
5.29
6.11
6.17
6.39
7.26
7.50
8.26
8.24
8.30
8.62
8.35
8.8-3
10.4
10.4
10.4
10.3
10.8
10.8
10.5
12.4
12.4
12.5
12.6
1.12
2.47
1.32
3.11
1.66
2.37
3.75
2.06
4.38
2.21
2.22
3.61
5.02
4.88
5.13
2.79
2.79
4.18
5.98
6.29
6.29
6.09
3.29
3.29
4.71
4.77
37.5
76.5
66.1
136
88.8
138
219
139
330
160
184
277
472
498
628
285
324
502
720
801
867
919
424
481
771
893
5.91
26.7
9.73
47.0
13.2
30.1
75.1
21.7
112
23.0
26.8
67.6
160
167
218
411
47.0
113
233
269
292
304
59.3
67.7
160
189
100 x 50
100 x 100
125 x 60
125 x 125
150 x 75
150 x 100
150 x 150
175 x 90
175 x 175
200 x 100
200 x 150
200 x 200
250 x 125
250 x 175
250 x 250
300 x 150
300 x 200
Size
mm mm mm mm mm mm cm
Jx
kg/m
WeightDepth ofSection
(A)
FlangeWidth
(B)
Thickness CornerRadius
(r)
cm4 cm4 cm3 cm3cm cm
Jy ix iy Zx Zy
SectionalArea
Moment of Inertia Radius of Gyration Modulus of SectionWeb(t 1)
Flange(t 2)
074
PILLARS OF STRENGTH PILLARS OF STRENGTH
JIS WIDE FLANGE SHAPE
300 x 300
350 x 175
350 x 250
350 x 350
400 x 200
400 x 300
400 x 400
450 x 200
84.587.094.010610641.449.669.279.710611513113715615956.666.094.310714014716817219720023228341560566.276.0
294298300300304346350336340338344344350350356396400386390388394394400400406414428458498446450
302299300305301174175249250351348354350357352199200299300402398405400408403405407417432199200
1291015116789131016121914789101511181321161820304589
1214151517911121413161619192211131416151818212124283550701214
18181818181414202020202020202016162222222222222222222222221818
107.7110.8119.8134.8134.852.763.188.1101.5135.3146.0166.6173.9198.4202.072.1684.12120.1136.0178.5186.8214.4218.7250.7254.9295.4360.7528.6770.184.396.76
1690018800204002150023400111001360018500217002820033,30035,30040,30042,80047,60020,00023,70033,70038,70049,00056,10059,70066,60070,90078,00092,800119,000187,000298,00028,70033,500
55206240675071007730792984309036509,38011,20011,80013,60014,40016,0001,4501,7406,2407,21016,30018,90020,00022,40023,80026,20031,00039,40060,50094,4001,5801,870
12.513.013.112.613.214.514.714.514.614.415.114.615.214.715.316.716.816.716.916.617.316.717.516.817.517.718.218.819.718.518.6
7.167.517.517.267.573.883.955.926.008.338.788.438.848.538.904.484.547.817.289.5410.19.6510.19.7510.110.210.410.711.14.334.40
11501270136014401540641775110012801,6701,9402,0502,3002,4502,6701,0101,1901,7401,9802,5202,8503,0303,3303,5403,8404,4805,5708,17012,0001,2901,490
36541745046651491.0112248292534646669776809909145174418481809951985
1,1201,1701,3001,5301,9302,9004,370159187
Size
mm mm mm mm mm mm cm Jxkg/m
WeightDepth ofSection
(A)
FlangeWidth
(B)
Thickness CornerRadius
(r) cm4
cm4 cm3 cm3cm cm
Jy ix iy Zx Zy
SectionalArea
Moment of Inertia Radius of Gyration Modulus of SectionWeb(t 1)
Flange(t 2)
075
JIS WIDE FLANGE SHAPE
450X300
500X200
500X300
600X200
600X300
700X300
800X300
900X300
106
124
79.5
89.6
103
114
128
94.6
106
120
134
137
151
175
166
185
215
191
210
241
213
243
286
434
440
496
500
506
482
488
596
600
606
612
582
588
594
692
700
708
792
800
808
890
900
912
299
300
199
200
201
300
300
199
200
201
202
300
300
302
300
300
302
300
300
302
299
300
302
10
11
9
10
11
11
11
10
11
12
13
12
12
14
13
13
15
14
14
16
15
16
18
15
18
14
16
19
15
18
15
17
20
23
17
20
23
20
24
28
22
26
30
23
28
34
24
24
20
20
20
26
26
22
22
22
22
28
28
28
28
28
28
28
28
28
28
28
28
135.0
157.4
101.3
114.2
131.3
145.5
163.5
120.5
134.4
152.5
107.7
174.5
192.5
222.4
211.5
235.5
273.6
243.4
267.4
307.6
270.9
309.8
364.0
46,800
56,100
41,900
47,800
56,500
60,400
71,000
68,700
77,600
90,400
103,000
103,000
118,000
137,000
172,000
201,000
237,000
254,000
292,000
339,000
345,000
411,000
498,000
6,690
8,110
1,840
2,140
2,580
6,760
8,110
1,980
2280
2,720
3,180
7,670
9,020
10,600
9,020
10,800
12,900
9,930
11,700
13,800
10,300
12,600
15,700
18.6
18.9
20.3
20.5
20.7
20.4
20.8
23.9
24.0
24.3
24.6
24.3
24.8
24.9
28.6
29.3
29.4
32.3
33.0
33.2
35.7
36.4
37.0
7.04
7.18
4.27
4.33
4.43
6.82
7.04
4.05
4.12
4.22
4.31
6.63
6.85
6.90
6.53
6.78
6.86
6.39
6.62
6.70
6.16
6.39
6.56
2,160
2,550
1,690
1,910
2,230
2,500
2,910
2,310
2,590
2,980
3,380
3,530
4,020
4,620
4,980
5,760
6,700
6,410
7,290
8,400
7,760
9,140
10,900
448
541
185
214
257
451
541
199
228
271
314
511
601
701
602
722
853
662
782
915
688
843
1,040
Size
mm mm mm mm mm mm cm Jxkg/m
WeightDepth ofSection
(A)
FlangeWidth
(B)
Thickness CornerRadius
(r) cm4
cm4 cm3 cm3cm cm
Jy ix iy Zx Zy
SectionalArea
Moment of Inertia Radius of Gyration Modulus of SectionWeb(t 1)
Flange(t 2)
076
M I L D S T E E L C H A N N E LS
PILLARS OF STRENGTH
078
JIS CHANNELS
75x40x5
100x50x5
125x65x6
150x75x6.5
150x75x9
180x75x7
180x90x7.5
200x80x7.5
200x90x8
230x80x8
230x90x8.5
250x80x8
250x90x9
250x90x11
280x100x9
280x100x11.5
300x90x9
300x90x10
380x100x10.5
380x100x13
6.92
9.36
13.4
18.6
24.0
21.4
27.1
24.6
30.3
28.4
33.1
30.2
34.6
40.2
38.8
48.2
38.1
43.8
54.5
62.0
5
5
6
6.5
9
7
7.5
7.5
8
8
8.5
8
9
11
9
11.5
9
10
10.5
13
7
7.5
8
10
12.5
10.5
12.5
11
13.5
12
135
125
13
14.5
13
16
12
15.5
16
6.5
8
8
8
10
15
11
13
12
14
13
15
14
14
17
14
18
14
19
18
18
4
4
4
5
7.5
5.5
6.5
6
7
6.5
75
7
7
8.5
7
9
7
9,5
9
9
8.818
11.92
17.11
23.71
30.59
27.20
34.57
31.33
38.65
36.12
42.14
38.51
44.07
51.17
49.37
61.37
48.57
55.74
69.39
78.96
75.9
189
425
864
1060
1380
1840
1950
2490
2900
3490
3630
4180
4690
5930
7150
6440
7400
14500
15600
12.4
26.9
65.5
122
151
137
258
177.
286
200
303
210
306
342
428
515
325
373
557
584
2.93
3.98
4.99
6.04
5.87
7.13
7.29
7.89
8.03
8.96
9.10
9.71
9.74
9.57
11.0
10.8
115
11.5
14.5
14.1
1.19
1.50
1.96
2.27
2.22
2.24
2.73
2.38
2.72
2.35
2.68
2.34
2,64
2.58
2.95
2.90
2.59
259
2.83
2.72
20.2
37.8
68.0
115
141
154
204
195
249
252
304
291
335
375
423
510
429
494
762
822
4.54
7.82
14.4
23.6
29.1
25.5
42.0
30.8
45.9
34.2
47.3
35.7
46.5
51.7
58.2
70.4
48.0
56.0
73.3
75.8
Size
A x B x t1 mm mm mm mm
Jx
kg/m
WeightThickness Corner Radius
cm4 cm4cm2 cm3 cm3cm cm
Jy ix iy Zx Zy
SectionalArea
Moment of Inertia Radius of Gyration Modulus of SectionWeb(t 1)
Flange(t 2)
r 1 r 2
PILLARS OF STRENGTH PILLARS OF STRENGTH
UPN
80
UPN
100
UPN
120
UPN
140
UPN
160
UPN
180
UPN
200
UPN
220
UPN
240
UPN
260
UPN
280
UPN
300
UPN
320
UPN
350
UPN
380
UPN
400
08.6
4
10.6
013
.40
16.0
018
.80
22.0
0
25.3
029
.40
33.2
037
.90
41.8
0
46.2
059
.50
60.6
063
.10
71.8
0
80 100
120
140
160
180
200
220
240
260
280
300
320
350
380
400
45 50 55 60 65 70 75 80 85 90 95 100
100
100
102
110
6.0
6.0
7.0
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.0
10.0
14.0
14.0
13.5
14.0
8.0
8.5
9.0
10.0
10.5
11.0
11.5
12.5
13.0
14.0
15.0
16.0
17.5
16.0
16.0
18.0
8.0
8.5
9.0
10.0
10.5
11.0
11.5
12.5
13.0
14.0
15.0
16.0
17.5
16.0
16.0
18.0
4.00
4.50
4.50
5.00
5.50
5.50
6.00
6.50
6.50
7.00
7.50
8.00
8.75
8.00
8.00
9.00
11.0
13.5
17.0
20.4
24.0
28.0
32.2
37.4
42.3
48.3
53.3
58.8
75.8
77.3
80.4
91.5
46 64 82 98 115
133
151
167
184
200
216
232
246
282
313
324
-
M10
M10
M12
M16
M16
M16
M20
M20
M24
M24
M24
M24
M24
M24
M27
- 31 32 37 38 38 39 44 45 51 52 53 59 57 57 59
- 34 39 41 38 43 48 47 52 51 56 61 61 61 63 65
0.31
2
0.37
20.
434
0.48
90.
546
0.61
1
0.66
10.
718
0.77
50.
834
0.89
0
0.95
00.
982
1.04
71.
110
1.18
2
36.1
3
35.1
32.5
230
.54
28.9
827
.8
26.1
524
.46
23.3
422 21.2
7
20.5
816
.517
.25
17.5
9
16.4
6
EURO
PEA
N S
TAN
DARD
CH
AN
NEL
S (U
PN)
DIM
ENSI
ON
S: D
IN 1
0261
- 1:
2000
, NF
A 4
5202
(198
3)TO
LERA
NCE
S: E
N 1
0279
: 20
00
Des
ignat
ion
G kg/m
h mm
b mm
t w mm
t f mm
r 1 mm
r 2 mm
A mm
d mm
e min
mm
e max
mm
A L mm
A g m/t
Ø
Dim
ensio
nsD
imen
sions
for
Det
ailin
gSu
rfac
e
079
EURO
PEA
N S
TAN
DARD
CH
AN
NEL
S (U
PN)
DIM
ENSI
ON
S: D
IN 1
0261
- 1:
2000
, NF
A 4
5202
(198
3)TO
LERA
NCE
S: E
N 1
0279
: 20
00
Des
ignat
ion
G kg/m
l w cm4
Wy
cm3
Wpl
.ycm
3
i y cmA v
zcm
2
i z cm4
i z cmS S cm
I T cm4
y S cmy m cm
FeE 235
FeE 255
FeE 235
FeE 255I w
x103
cm4
Wz
cm3
Wpl
.zcm
3
Stro
ng a
xis
y-y
Wea
k ax
is z-
z
Sect
ion
Prop
ertie
sEN
V 19
93 -1
-1
UPN
80
UPN
100
UPN
120
UPN
140
UPN
160
UPN
180
UPN
200
UPN
220
UPN
240
UPN
260
UPN
280
UPN
300
UPN
320
UPN
350
UPN
380
UPN
400
8.64
10.6
13.4
16.0
18.8
22.0
25.3
29.4
33.2
37.9
41.8
46.2
59.5
60.6
63.1
71.8
106
206
364
605
925
1350
1910
2690
3600
4820
6280
8030
1087
012
840
1576
0
2035
0
26.5
41.2
60.7
86.4
116
150
191
245
300
371
448
535
679
734
829
1020
31.8 49 72.6
103
138
179
228
292
358
442
532
632
826
918
1014
1240
3.1
3.91
4.62
5.45
6.21
6.95 7.7
8.48
9.22
9.99
10.9
11.7
12.1
12.9 14 14.9
5.1
6.46 8.8
10.4
112
.615
.09
17.7
120
.62
23.7
127
.12
29.2
8
31.7
747
.11
50.8
453
.23
58.5
5
19.4
29.3
43.2
62.7
85.3
114
148
197
248
317
399
495
597
570
615
846
6.36
8.49
11.1
14.8
18.3
22.4 27 33.6
39.6
47.7
57.2
67.8
80.6 75 78.7
102
12.1
16.2
21.2
28.3
35.2
42.9
51.8
64.1
75.7
91.6
109
130
152
143
148
190
1.33
1.47
1.59
1.75
1.89
2.02
2.14 2.3
2.42
2.56
2.74 2.9
2.81
2.72
2.77
3.04
19.4
20.3
22.2
23.9
25.3
26.7
28.1
30.3
31.7
33.9
35.6
37.3 43 40.7
40.3 44
2.16
2.81
4.15
5.68
7.39
9.55
11.9 16 19.7
25.5 31 37.4
66.7
61.2
59.1
81.6
0.17
0.41 0.9
1.8
3.26
5.57
9.07
14.6
22.1
33.3
48.5
69.1
96.1
114
146
221
1.45
1.55 1.6
1.75
1.84
1.92
2.01
2.14
2.23
2.36
2.53 2.7
2.6
2.4
2.38
2.65
2.67
2.93
3.03
3.37
3.56
3.75
3.94 4.2
4.39
4.66
5.02
5.41
4.82
4.45
4.58
5.11
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
080
PILLARS OF STRENGTH PILLARS OF STRENGTH
PARA
LLEL
FLA
NGE
CH
AN
NEL
S (P
FC)
DIM
ENSI
ON
S: B
S 4-
1: 1
993
TOLE
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CES:
EN
102
79: 2
000
430x
100
x 6
464
.443
010
011
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.02.
6215
362
5.26
32.9
32.9
722
380
x 10
0 x
5454
.038
010
09.
517
.52.
7915
315
5.71
33.2
33.2
643
300
x 10
0 x
4645
.530
010
09.
016
.53.
0515
237
6.06
26.3
26.3
568
300x
90
x 41
41.4
300
909.
015
.52.
6012
245
5.81
27.2
27.2
404
260
x 90
x 3
534
.826
090
8.0
14.0
2.74
1220
86.
4326
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326
0 x
75 x
28
27.6
260
757.
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.02.
1012
212
6.25
30.3
30.3
185
230
x 90
x 3
232
.223
090
7.5
14.0
2.92
1217
86.
4323
.723
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423
0 x
75 x
26
25.7
230
75
6.5
12.5
2.30
1218
16.
0027
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1
200
x 90
x 30
29.7
200
907.
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148
6.43
21.1
21.1
314
200
x 75
x 23
23.4
200
756.
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151
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0
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90
x 26
26.1
180
906.
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131
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20.2
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180
x 75
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756.
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135
7.14
22.5
22.5
146
150
x 90
x 2
423
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090
6.5
12.0
3.30
1210
27.
5015
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315
0 x
75 x
18
17.9
150
755,
510
.02.
5812
106
7.50
19.3
19.3
131
125
x 65
x 1
514
.812
565
5.5
9.5
2.25
1282
6.84
14.9
14.9
80.0
100
x 50
x 1
010
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050
5.0
8.5
1.73
965
5.88
13.0
13.0
32.3
Des
igna
tion
Mas
spe
rm
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kg/m
tr
Dep
thof
Sect
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h mm
Wid
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ion
h mm
Dist
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of
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Dep
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Ratio
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m
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r 1Fl
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b/t
Axi
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Axi
sy-
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Web d/s
081
PARA
LLEL
FLA
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CH
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S (P
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DIM
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ON
S: B
S 4-
1: 1
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TOLE
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CES:
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79: 2
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b/t
d/s
430
x 10
0 x
6416
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9710
2097
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2217
60.
917
223
0.21
963
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.164
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0 x
100x
5414
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0679
189
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316
10.
932
21.2
0.15
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00 x
46
11.9
3.13
549
81.7
641
148
0.94
417
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36.8
58.0
45.5
300x
90
x 41
11.7
2.77
481
63.1
568
114
0.93
418
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0581
28.8
52.7
41.4
260
x90
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10.3
2.82
364
56.3
425
102
0.94
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20.6
44.4
34.8
260
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932
20.5
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230
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9.27
2.86
306
55.0
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98.9
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32.2
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0.01
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180
x 90
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7.40
2.89
202
47.4
232
835
0.94
912
.80.
0141
13.3
33.2
26.1
180x
75x
207.
272.
3815
228
.817
651
.80.
946
15.3
0.00
754
7.34
25.9
20.3
150x
90
x 24
6.18
2.89
155
44.4
179
76.9
0.93
610
.80.
0089
011
.830
.423
.915
0x 7
5 x
186.
152.
4011
526
.613
247
.20.
946
13.1
0.00
467
6.10
22.8
17.9
125x
65
x15
5.07
2.06
773
18.8
89.9
33.2
0.94
211
.10.
0019
44.
7218
.814
.810
0 x
50x1
04.
0015
841
.59.
8948
.917
50.
942
10.0
0.00
0491
2.53
13.0
10.2
Des
igna
tion
cm
Buck
ing
Para
met
er
u
Tors
iona
l
Inde
x
x
Axi
sx-
xA
xis
y-y
mm
3cm
3
Radi
us o
f Gyr
atio
nEl
astic
Mod
ulus
Plas
tic M
odul
us
Axi
sx-
x
cmAxi
sy-
y
cm3
Axi
sx-
x
cm3
Axi
sy-
y
Ratio
s fo
r lo
cal
Buck
ing
Seco
nd M
omen
tof
Are
aA
xis
x-x
cm4
Axi
sy-
ycm
4
Web
Flan
ge
082
M I L D S T E E LE Q U A L A N G L E S
PILLARS OF STRENGTH
EQUAL ANGLESTO BS4848 : PART 4
Designation
SizeA
mm mm cm
Thicknesst
kg
Mass permeter
cm2
Area ofSection
Distance of centre of gravity
75 x 75
12 13.10 16.70 2.2910 11.10 14.10 2.218 9.00 11.50 2.137 7.94 10.10 2.096 6.87 8.75 2.045 5.78 7.36 1.99
70 x 70
10 10.3 13.1 2.098 8.36 10.6 2.016 6.38 8.13 1.83
65 x 65
9 8.26
7 6.83
10 9.42 12.00 1.96
8 7.66 9.76 1.88
6 5.91 7.53 1.815 5.00 6.37 1.77
60 x 60
10 8.69 11.1 1.858 7.09 9.03 1.776 5.42 6.91 1.695 4.57 5.82 1.64
50 x 50
8 5.82 7.41 1.526 4.47 5.69 1.455 3.77 4.80 1.40
40 x 40
6 3.52 4.48 1.205 2.97 3.79 1.164 2.42 3.08 1.12
25 x 25
5 1.77 2.26 0.804 1.45 1.85 0.763 1.11 1.42 0.72
A
C
Cy
x
y
A
084
PILLARS OF STRENGTH PILLARS OF STRENGTH
A
C
Cy
x
y
A
085
EQUAL ANGLESTO BS4848 : PART 4
Moment of Inertia Radius of Gyration Elastic Modulus Plastic Modulus
Axisx-x, y-y
Axisx-x, y-y
Axisx-x, y-y
Axisx-x, y-y
cm4 cm3 cm3cm
82.6 223 15.871.2 2.25 13.558.9 2.27 11.052.4 2.27 9.6745.6 2.28 8.3538.5 2.29 7.0
45.1 1.93 9.9441.4 1.94 9.0537.5 1.95 8.1333.4 1.96 7.1829.2 1.97 6.2124.7 1.98 5.22
57.2 2.09 11.70 21.2521.2547.5 2.11 9.52 17.3717.3736.9 2.13 7.27 13.3013.30
34.9 1.78 8.41 15.3229.2 1.80 6.89 12.5722.8 1.82 5.29 9.6719.4 1.82 4.45 8.15
16.3 1.48 4.68 8.5512.8 1.50 3.61 6.6111.0 1.51 3.05 5.58
6.31 1.19 2.26 4.135.43 1.20 1.91 3.504.47 1.21 1.55 2.85
1.20 0.73 0.71 1.301.01 0.74 0.58 1.070.80 0.75 0.45 0.83
EQUAL ANGLESTO BS4848 : PART 4
200 x 200 24201816
71.159.954.248.5
90.876.669.1461.8
5.845.685.605.52
150 x 150 201918151210
44.242.140.133.827.323.0
56.3053.7051.043.034.829.14
4.444.404.374.254.124.03
130 x 130 16151210
30.8029.0023.5019.80
39.3037.0030.0025.20
3.803.763.643.55
120 x 120 151412108
26.6025.0021.6018.2014.70
33.9031.8027.5023.2018.70
3.513.483.43.313.23
100 x 100 15121086
21.917.815.012.29.26
27.922.719.215.511.80
3.022.902.822.742.64
90 x 90 12109876
15.913.412.2010.99.618.30
20.317.115.5013.912.2010.6
2.662.582.542.502.452.41
80 x 80 1086
11.99.637.34
15.112.39.25
2.342.262.17
Designation
SizeA
mm mm cm
Thicknesst
kg
Mass permeter
cm2
Area ofSection
Distance of centre of gravity
A
C
Cy
x
y
A
086
PILLARS OF STRENGTH PILLARS OF STRENGTH
EQUAL ANGLESTO BS4848 : PART 4
cm 3 3
Moment of Inertia Radius of Gyration Elastic Modulus Plastic Modulus
Axisx-x, y-y
Axisx-x, y-y
Axisx-x, y-y
Axisx-x, y-y
4 cm cmcm
605 3.93 65.7573 3.94 62.0472 3.97 50.4401 3.99 42.5445 3.62 52.4420 3.63 49.2368 3.65 42.7313 3.67 36.0255 3.69 29.1
3330 6.06 235 426.20
2850 6.11 199 361.012600 6.13 181 327.55
2340 6.16 162 293.49
1150 4.51 1091100 4.52 1041050 4.54 98.7 179.37898 4.57 83.5 151.85737 4.60 67.7 123.35624 4.62 56.9 103.77
111 107 15.1
249 2.98 35.6 64.77207 3.02 29.1 53.03177 3.04 24.6 44.73145 3.06 19.9 36.43
116 2.73 17.9
92.5 2.75 14.1
148 2.70 23.3 42.50127 2.72 19.8 36.03
104 2.74 16.1 29.30
80.3 2.76 12.2 22.31
87.5 2.41 15.4 28.1572.2 2.43 12.6 22.9555.8 2.44 9.57 17.52
A
C
Cy
x
y
A
087
PILLARS OF STRENGTH PILLARS OF STRENGTH
M I L D S T E E LU N E Q UA L A N G L E S
UNEQUAL ANGLES
TO BS4848 : PART 4
12 15.4 19.7 3.27 2.03 189
10 13.0 16.6 3.19 1.95 162
8 10.6 13.5 3.10 1.87 133
100 x75 7 9.32 11.90 3.06 1.83 118
10 12.3 15.6 3.36 1.63 154
8 9.94 12.7 3.27 1.55 127
100 x 65 7 8.77 11.2 3.23 1.51 113
100 x 50
10 11.10 14.10 3.67 1.20 141
8 8.99 11.40 3.59 1.12 116
6 6.85 8.73 3.49 1.04 89.7
80 x 60
8 8.34 10.6 2.55 1.56 66.3
7 7.36 9.38 2.51 1.52 59.0
6 6.37 8.11 2.47 1.48 51.4
75 x 50
10 9.07 11.60 2.60 1.36 62.6
8 7.39 9.41 2.52 1.29 52.0
6 5.65 7.19 2.44 1.21 40.5
65 x 50
8 6.75 8.60 2.11 1.37 34.8
6 5.16 6.58 2.04 1.29 27.2
5 4.35 5.54 1.99 1.25 23.2
Designation
SizeA x Bmm mm
Thicknesst
kg
Mass permeter
Areaof
Section
cmcm2 cm3
cx
cm
cx Axisx-x
Distance of centre of gravity Moment of Inertia
090
PILLARS OF STRENGTH PILLARS OF STRENGTH
UNEQUAL ANGLESTO BS4848 : PART 4
23.4 3.16 1.29 22.2 6.17
19.5 3.18 1.31 18.1 5.04
15.3 3.21 1.32 13.8 3.85
56.9 3.15 2.19 17 10
90.2 3.10 2.14 28.0 16.5 50.97 30.27
77.6 3.12 2.16 23.8 14.0 43.31 25.55
64.1 3.14 2.18 19.3 11.4 35.31 20.69
51.0 3.14 1.81 23.2 10.5 41.91 19.41
42.2 3.16 1.83 18.9 8.54 34.21 15.67
37.6 3.17 1.83 16.6 7.53 30.23 13.77
31.8 2.50 1.73 12.2 7.16 22.17 13.08
28.4 2.51 1.74 10.7 6.34 19.63 11.54
24.8 2.52 1.75 9.29 5.49 17.02 9.96
21.9 2.33 1.38 12.8 6.03
18.4 2.35 1.40 10.4 4.95 18.87 9.14
14.4 2.37 1.42 8.01 3.81 14.54 6.95
17.7 2.01 1.44 7.93 4.89 14.40 8.94
14.0 2.03 1.46 6.10 3.77 11.13 6.85
11.9 2.05 1.47 5.14 3.19 9.41 5.76
Moment of Inertia Radius of Gyration Elastic Modulus Plastic Modulus
cm cm cm3 cm3 cm3 cm3cm4
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
091
UNEQUAL ANGLESTO BS4848 : PART 4
Designation
SizeA x Bmm mm
Thicknesst
kg
Mass permeter
Areaof
Section
cmcm2 cm3
cx
cm
cx Axisx-x
Distance of centre of gravity Moment of Inertia
200 x 150
18 47.1 60.0 6.33 3.85 237615 39.6 50.5 6.21 3.73. 202212 32.0 40.8 6.08 3.61 1652
200 x 100
15 33.7 43.0 7.16 2.22 175812 27.3 34.8 7.03 2.10 144010 23.0 29.2 6.93 2.01 1220
150 x 100
15 27.8 35.40 5.01 2.54 78914 26.10 33.20 4.97 2.5 74312 22.60 28.70 4.89 2.42 65010 19.00 24.20 4.80 2.34 552
150 x 90
15 26.6 33.9 5.21 2.23 76112 21.6 27.5 5.08 2.12 62710 18.2 23.2 5.00 2.04 533
150 x 75
15 24.8 31.6 5.53 1.81 71312 20.2 25.7 5.41 1.69 58910 17.0 21.6 5.32 1.61 501
12 17.8 22.7 4.31 1.84 35410 15.0 19.1 4.23 1.76 302
125x 75 8 12.2 15.5 4.14 1.68 247
120 x 80
14 20.50 26.20 4.08 2.10 36812 17.80 22.70 4.00 2.03 32310 15.00 19.10 3.92 1.95 2768 12.20 15.50 3.83 1.87 226
Designation
SizeA x Bmm mm
Thicknesst
kg
Mass permeter
Areaof
Section
cmcm2 cm3
cx
cm
cx Axisx-x
Distance of centre of gravity Moment of Inertia
092
PILLARS OF STRENGTH PILLARS OF STRENGTH
UNEQUAL ANGLESTO BS4848 : PART 4
Moment of Inertia Radius of Gyration Elastic Modulus Plastic Modulus
cm cm cm3 cm3 cm3 cm3cm4
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
280 4.72 2.81 79.0 37.5264 4.73 2.82 74.1 35.2232 4.75 2.84 642 30.6198 4.78 2.86 54.1 25.8
130 3.75 2.22 46.4 22114 3.77 2.24 40.4 19.1
98.1 3.8 2.26 34.1 16.2
80.8 3.82 2.28 27.6 13.2
1146 6.29 4.37 174.0 103.0 316.19 186.02979 6.33 4.40 147.0 86.9 267.38 156.62803 6.36 4.44 119.0 70.5 216.97 126.54
299 6.40 2.64 137.0 38.4 240.46 72.25247 6.43 2.67 111.0 31.3 195.68 57.82210 6.46 2.68 93.2 26.3 164.91 48.16
205 4.74 2.46 77.7 30.4 138.77 56.53171 4.77 2.49 63.3 24.8 113.4 45.60146 4.80 2.51 53.3 21.0 95.83 38.20
120 4.75 1.94 75.3 21.0 131.45 40.5999.9 4.79 1.97 61.4 17.2 107.6 32.5185.8 4.81 1.99 51.8 14.6 91.04 27.11
95.5 3.95 2.05 43.2 16.9 77.36 31.42
82.1 3.97 2.07 36.5 14.3 65.57 26.34
67.6 4.00 2.09 29.6 11.6 53.33 21.19
Moment of Inertia Radius of Gyration Elastic Modulus Plastic Modulus
cm cm cm3 cm3 cm3 cm3cm4
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
Axisx-x
Axisy-y
093
H OT R O L L E DS T E E L P L AT E S
Boiler / Pressure Vessels
Ship Building Grades - ABS
Offshore
Commercial
Grades - ASTM / ASME 60 /65/70 (Normalized / NAC
Grade A / B / C / AH32 / AH36 / EH 36
Grades - S355J2 / S355K2 / API2H50
Grades - ASTM A36 / S275JR / S355JR / S355JO
Width: 2m /2.5m /3.05
HOT ROLLED STEEL PLATES
Thickness: 4mm to 60mmLength: 6m /8m /10m /12m
Origins: Western Europe/ Korea/ Japan/ Ukraine/ Indonesia/ India/ China
PILLARS OF STRENGTH PILLARS OF STRENGTH
M I L D S T E E L R O U N D & S Q U A R E B A R S
MILD STEEL ROUNDS SQUARE BARS
Metric Size(mm)
kg/m Mtrs / TonneMetric Size
(mm)kg/m Mtrs / Tonne
6
8
10
12
16
20
25
32
40
45
50
60
65
75
90
100
0.22
0.39
0.62
0.89
1.58
2.47
3.85
6.31
9.86
12.50
15.40
22.20
26.00
34.70
49.90
61.60
4505
2532
1621
1120
632
404
259
158
101
80
64
45
38
29
20
16
8
10
12.5
16
20
25
30
32
40
45
50
60
75
90
100
0.50
0.79
1.22
2.01
3.14
4.91
7.07
8.04
12.60
15.90
19.60
28.30
44.20
63.60
78.50
2000
1265
820
497
318
204
141
125
80
63
51
35
23
16
13
096
PILLARS OF STRENGTH PILLARS OF STRENGTH
S H A F T I N G / B R I G H T B A R S
Shafting Bars
M.S. Shafting Bar - 10 mm x 6 mtr
M.S. Shafting Bar - 12 mm x 6 mtr
M.S. Shafting Bar - 14 mm x 6 mtr
M.S. Shafting Bar - 16 mm x 6 mtr
M.S. Shafting Bar - 19 mm x 6 mtr
M.S. Shafting Bar - 20 mm x 6 mtr
M.S. Shafting Bar - 22 mm x 6 mtr
M.S. Shafting Bar - 25 mm x 6 mtr
M.S. Shafting Bar - 28 mm x 6 mtr
M.S. Shafting Bar - 30 mm x 6 mtr
M.S. Shafting Bar - 32 mm x 6 mtr
M.S. Shafting Bar - 36 mm x 6 mtr
M.S. Shafting Bar - 38 mm x 6 mtr
M.S. Shafting Bar - 40 mm x 6 mtr
M.S. Shafting Bar - 45 mm x 6 mtr
M.S. Shafting Bar - 50 mm x 6 mtr
M.S. Shafting Bar - 55 mm x 6 mtr
M.S. Shafting Bar - 60 mm x 6 mtr
M.S. Shafting Bar - 65 mm x 6 mtr
M.S. Shafting Bar - 70 mm x 6 mtr
M.S. Shafting Bar - 75 mm x 6 mtr
M.S. Shafting Bar - 80 mm x 6 mtr
M.S. Shafting Bar - 90 mm x 6 mtr
M.S. Shafting Bar - 100 mm x 6 mtr
3.7
5.32
7.25
9.47
13.36
14.8
17.91
23.13
28.94
33.3
37.88
47.95
53.42
59.2
74.92
92.5
111.92
132.9
156.32
181
208.12
236
299.7
369.2
Description Kg/pc
098
PILLARS OF STRENGTH PILLARS OF STRENGTH
M I L D S T E E L F L AT S
MILD STEEL FLATS (1)
Metric Size(mm)
kg/m Mtrs / TonneMetric Size
(mm)kg/m Mtrs / Tonne
13 x 313 x 616 x 3
20 x 320 x 520 x 620 x 10
25 x 325 x 525 x 625 x 825 x 1025 x 12
30 x 330 x 530 x 630 x 830 x 1030 x 1230 x 20
35 x 635 x 1035 x 1235 x 2040 x 340 x 540 x 640 x 8
0.3070.6110.378
0.4710.7850.9401.570
0.5890.9811.1801.5701.9602.355
0.7071.1801.4101.8842.3552.8264.710
1.6502.7503.305.500.9421.5701.8842.512
325716372648
214612741064637
16981019847637510424
1414847709532424353212
6063643031821061637532398
40 x 1040 x 1240 x 1540 x 2040 x 2540 x 30
45 x 345 x 645 x 845 x 1045 x 1245 x 2045 x 25
50 x 350 x 550 x 650 x 850 x 1050 x 1250 x 1550 x 2050 x 2550 x 3050 x 40
55 x 1060 x 860 x 1060 x 1260 x 15
3.1403.7684.7106.2807.8509.420
1.0602.1202.8303.5304.2407.0708.830
1.181.962.363.143.934.715.897.859.8111.8015.70
4.563.774.715.657.07
318265212159127106
943472353283236141113
8475104243182542121701271028564
219265212177141
100
PILLARS OF STRENGTH PILLARS OF STRENGTH
Metric Size(mm)
kg/m Mtrs / TonneMetric Size
(mm)kg/m Mtrs / Tonne
60 x 2060 x 2560 x 30
65 x 565 x 665 x 865 x 1065 x 1265 x 1565 x 2065 x 2565 x 3065 x 4070 x 870 x 1070 x 1270 x 2070 x 25
75 x 675 x 875 x 1075 x 1275 x 1575 x 2075 x 2575 x 30
80 x 680 x 880 x 10
9.4211.8014.14
2.553.064.055.106.127.6510.2012.8015.3020.404.405.506.5911.0013.70
3.544.715.907.078.8411.7814.7217.68
3.775.026.28
1068571
392327247196163131987866492271821519773
284212169142113846857
265199159
80 x 1280 x 1580 x 2080 x 2580 x 3080 x 4080 x 50
90 x 690 x 1090 x 1290 x 1590 x 2090 x 25100 x 5100 x 6100 x 8100 x 10100 x 12100 x 15100 x 20100 x 25100 x 30100 x 40100 x 50
110 x 6110 x 10110 x 12110 x 20110 x 50
7.549.4212.6015.7018.8025.1031.40
4.247.078.4810.6014.1017.703.934.716.287.859.4211.8015.7019.6023.6031.4039.30
5.188.6410.4017.3043.20
1131067964534032
236141118947157254212159127106856451433226
193116965823
MILD STEEL FLATS (2)
101
MILD STEEL FLATS (3)
Metric Size(mm)
kg/m Mtrs / TonneMetric Size
(mm)kg/m Mtrs / Tonne
120 x 6120 x 10120 x 12120 x 15120 x 20120 x 25
130 x 6130 x 8130 x 10130 x 12130 x 15130 x 20130 x 25
140 x 6140 x 10 140 x 12 140 x 20
150 x 6150 x 8150 x 10150 x 12150 x 15150 x 20150 x 25
160 x 10160 x 12160 x 15160 x 20
5.659.42
11.3014.1018.8023.60
6.108.16
10.2012.2015.30204025.50
6.6011.0013.2022.0
7.069.42
11.8014.1017.7023.6029.40
12.6015.1018.8025.20
17710689715342
1641229884674939
151917646
1421068571574234
79665340
180 x 6180 x 10180 x 12180 x 15180 x 20180 x 25
200 x 6200 x 10200 x 12200 x 15200 x 20200 x 25200 x 30
220 x 10220 x 15220 x 20220 x 25
250 x 10250 x 12250 x 15250 x 20250 x 25250 x 40250 x 50
280 x 12.5
300 x 10300 x 12300 x 15300 x 20300 x 25300 x 40
8.5014.1417.0621.2028.3035.30
9.9015.7018.8023.6031.4039.2047.20
17.2525.8734.50
43.20
19.6023.6029.4039.2049.1078.4098.10
27.48
23.5528.3035.3047.1058.8094.20
1717159473528
106645342322521
58232923
51423426201310
36
433528211711
102
PILLARS OF STRENGTH PILLARS OF STRENGTH
C O I LS & S H E E T S
Type
* other intermediate coatings can be supplied after mutual agreement.
CS Type A, B, C FS Type A, B DDS Type A, BSS Grade 33, 37, 40, 50, 55, 80
DX51D, DX52D, DX53D
S220GD, S250GD, S280GD, S320GD, S350GD, S550GD
SGCC, SGCD1, SGCD2, SGC340, SGC400, SGC440, SGC490, SGC570
1 1 11
104
PILLARS OF STRENGTH PILLARS OF STRENGTH
SS330, SS400, SS490, SS540
ASTM A36 / A572 Gr. 42 / A572 Gr. 50
DIN St 32 / St 37-2 / St 44-2 / St 50-2 / St 52-3
43A / 43B / 43C / 50A / 50B / 50C / S275JR / S235JR
Product Size & Form Hot Rolled Material
105
Commerical Quality Drawing Quality Deep Drawing Quality Extra Deep Drawing Quality
JIS 3141 SPCC , JIS 3141 SPCCT. JIS 3141 SPCD. JIS 3141 SPCE , JIS 3141 SPCF. JIS 3141 SPCG.
Description Cold Rolled Steel (Coil/Strip/Sheets)
0.40mm-2.00mm
0.40mm-2.00mm
0.40mm-2.00mm
0.40mm-2.00mm
Aluminium Plain SheetsGrade : AA1100/AA1200 /Size /Width : 4' x 8'Thickness : 0.4 mm to 10.0 mm Aluminium Chequered SheetsGrade : AA1100/AA1200 /Size /Width : 4' x 8'Thickness : 1.5 mm to 6.0 mm Aluminium CoilsGrade : AA1100/AA1200 /Size /Width : 1219mm / 1500mmThickness : 0.5 mm to 3.0mm
900 - 1250
250-1250
greater than or equal to 30
1000-1250
Coil form
Coil form
Coil form
2400-6000
Mill Edge
Trimmed Edge
Slitted Edge
Cut to length
Thickness Range (mm) Width Range (mm) Form Remarks
*other grade can be supplied on mutual agreement.
106
PILLARS OF STRENGTH PILLARS OF STRENGTH
C H E Q U E R E D P L AT E S
CHEQUERED PLATES
Width:1219mm x 2438mmThickness: 1.8mm to 10mmWidth: 1500mm x 6000mmThickness: 3.0mm to 10mm
ASTM A36 / S275JR/ SS400
M I L D S T E E L G R AT I N G S
PILLARS OF STRENGTH PILLARS OF STRENGTH
GRATINGTYPE - PLAIN OR SERRATEDPANELSIZE - 1M X 6M
Load Bearing
30 x 100
40 x 100
30 x 100
40 x 100
30 x 100
40 x 100
30 x 100
40 x 100
30 x 100
40 x 100
30 x 100
40 x 100
30 x 100
40 x 100
30 x 100
40 x 100
30 x 100
40 x 100
30 x 100
40 x 100
18.85
14.60
29.51
22.45
22.80
17.55
26.85
20.50
42.87
32.27
28.45
21.67
45.54
34.24
30.85
23.43
34.90
26.40
56.20
42.10
2
109
E X PA N D E D M E TA L
PILLARS OF STRENGTH PILLARS OF STRENGTH
Expdanded Metal Mesh
Size
111
G R A D E S &S P E C I F I C AT I O N S
PILLARS OF STRENGTH PILLARS OF STRENGTH
STEE
L GR
AD
ESSt
ruct
ural
Ste
elSt
ruct
ural
Stee
l gra
des a
ccor
ding
to th
e fo
llow
ing
natio
nal
and
inte
rnat
iona
l sta
ndar
ds c
an b
e su
pplie
d :
Fe 3
60 B
Fe 3
60 B
FN
Fe 3
60 C
- - Fe 4
30 B
Fe 4
30 C
Fe 4
30 D
1
Fe 4
30 D
2
Fe 5
10 B
Fe 5
10 C
Fe 5
10 D
1
Fe 5
10 D
2
Fe 5
10 D
D1
Fe 5
10 D
D2
- - -
A 3
6A
36 - - - -
A 5
72 g
r. 50
- - - - -
- - -
SS 4
00SM
400
A1B
/CSS
400 - - -
SS49
0- - - - -
- - -
260
W - - - -30
0 W
350
W - - - - -
- - - - -43
B - - -
50 B - - - - -
S 23
5 JR
S 23
5 JR
G 2
S 23
5 JO
- - S 27
5 JR
S 27
5 JO
S 27
5J 2
G3
S275
J 2 G
4
S 35
5 JR
S 35
5 JO
S355
J 2
G3
S 35
5 J 2
G4
S355
K 2
G 3
S355
K2
G4
Stru
ctur
al S
teel
s
EN 1
0025
AST
MD
esig
natio
nJIS
G 3
101
JIS G
310
6C
SA G
40
- 21
BS 4
360
113
Am
eric
anSt
anda
rd
AST
M A
283
gr
CJIS
G31
01 S
S 33
0
JIS G
3101
SS4
00SA
BS 1
431
gr 3
00W
A/C
JIS G
3101
SS4
90SA
BS 1
431
gr 3
50W
A/C
AST
M A
36
Low
er s
tren
gth
(for
wor
kabi
lity
and
wel
dabi
lity)
Euro
pean
Stan
dard
Japa
nese
Stan
dard
Sout
h A
fric
anSt
anda
rdY
ield
Stre
ngth
Tens
ileSt
reng
th
Nor
mal
str
engt
h (f
or g
ener
al u
se)
Hig
her
stre
ngth
mic
roal
loye
d st
eel
Wea
ther
ing
stee
l - fo
r im
prov
ed c
orro
sion
res
ista
nce
Oth
er S
tand
ard
AST
M A
572
gr
50
EN 1
0025
S23
5JR
DIN
171
00 R
St 3
7 -2
BS 4
360:
gr 4
0A/B
/C
EN 1
0025
S27
5 JR
DIN
171
00 R
St 4
4-2
BS 4
360:
gr 4
3 A
/B/C
EN 1
0025
S35
5JR
DIN
171
00 R
RSt 5
2-2
BS 4
360:
gr 5
0 A
/B/C
SABS
143
1 gr
240
WA
/C23
5 M
Pa m
in34
0 - 4
70 M
Pa
430
- 550
MPa
490
- 630
MPa
275
MPa
min
355
MPa
min
CO
R - T
EN /
A34
5 M
Pa m
in48
0 M
Pa m
in
STEE
L SP
ECIF
ICAT
ION
S FO
R ST
RUCT
URA
L PR
OFI
LES
114
PILLARS OF STRENGTH PILLARS OF STRENGTH
CON
VERS
ION
FA
CTO
R TA
BLES
LEN
GTH
ARE
A
CAPA
CITY
- VO
LUM
E
Inch
esFe
etYa
rds
Mile
sM
illim
eter
sM
eter
s
Sq. I
nche
sSq
. Fee
tSq
. Yar
dsA
cres
Sq. M
iles
Sq. C
mSq
. Met
ers
Hec
tare
s
Cu.
Inch
esC
u. F
eet
Sq. Y
ards
Lite
rsC
u. M
iles
U.S
. Gal
sIm
p. G
als
Bar
rel
1 12 3663
360
0.03
9370
0839
.370
08
0.08
3333
331 3
5280
0.00
3280
840
3.28
0840
0.02
7777
780.
3333
333
117
600.
0010
9361
31.
0936
13
0,00
0015
7828
0.00
0189
3939
0.00
0568
1818
10.
0000
0062
1371
20.
0006
2137
12
25.4
304.
891
4.4
1,60
9,34
41
1,00
0
0.02
540.
3048
0.91
441,
609.
344
0.00
11
1 144
1296
6272
640
4014
4896
000.
1550
003
1550
.003
1550
0031
.0
117
2846
656
61.0
2545
6102
3.74
231
277.
4175
9702
0.00
0578
7037
1 270.
0353
1566
35.3
1467
0.13
3680
60.
1605
426
5.61
4583
0.00
0021
4334
70.
0370
3704
10.
0013
0798
71.
3079
510.
0049
5113
20.
0059
4602
10.
2079
475
0163
8661
28.3
1605
764.
5335
199
9.97
203.
7853
064.
5459
3215
8.98
28
0.00
4329
004
7.48
0520
201.
9740
0.26
4179
426
4.17
211
1.20
0942
42
0.03
6046
756.
2288
7816
8.17
970.
2199
769
219.
9708
0.83
2679
91
34.9
7255
0.17
8107
64.
8089
05
6.28
9811
1
0.00
0016
3870
60.
0283
1684
0.76
4554
90.
0010
0002
81
0.00
3785
412
0.00
4546
059
0.15
8987
3
0.00
6944
444
1 943
560
2787
8400
0.00
1076
391
10.7
6391
1076
39.1
0.00
0771
605
0.11
1111
11
4840
3097
600
0.00
0119
599
1.19
5990
1195
9.90
0.00
0022
9568
0.00
0206
6116
1 640
0.00
0247
1054
2.47
1054
0.00
0000
3228
0.00
1562
51
0.00
0000
3861
020.
0038
6102
2
6.45
1692
9.03
0483
61.2
736
4046
8564
.2
110
,000
0.00
0645
160.
0929
0304
0.83
6127
440
46.8
562,
589,
988.
110.
0001 1
10,0
00
0.40
4685
625
8.99
88
0.00
01 1
115
WEI
GHT
WEI
GHT
PER
UN
IT O
F A
REA
FORC
E PE
R U
NIT
OF
ARE
A, P
RESS
URE
Oun
ces
Poun
dsSh
ort T
ons
Long
Ton
sM
etri
c To
nsN
ewto
nsK
ilogr
ams
Lbs.
/Sq.
Ft.
Lbs.
/Sq.
In.
Lbs.
/Sq.
In.
Kip
s./S
q. In
.K
g./S
q. M
m.
Meg
apas
cals
Kg.
/Sq.
Cm
.K
g./S
q. M
.Sh
ort T
on./S
q. F
t.Pa
scal
sK
ilopa
scal
s
Kg.
/Sq.
Cm
.O
z./S
q.In
.Lb
s./S
q.In
.M
m. M
ercu
ry( 0
°C)
Mm
. Mer
cury
( 4°C
)In
Wat
er( 4
°C)
Kilo
pasc
als
Bar
1 1632
000
3584
035
.273
9635
273.
963.
5969
41
0.06
25 120
0022
402.
2046
2322
04.6
230.
2248
09
0.00
0031
250.
0005 1 1.
120.
0011
0231
11.
1023
110.
0001
124
0.00
0027
9018
0.00
0446
4286
0.89
2857
11
0.00
0984
2065
0.98
4206
50.
0001
004
0.02
8349
520.
4535
924
907.
1847
1016
.047
110
000.
1019
72
0.00
0028
3495
20.
0004
5359
240.
9071
847
1.01
6047
0.00
11
0.00
0102
0
0.27
8014
4.44
8222
8896
.444
9964
.017
9.80
6650
9806
.650
1
1 144
2048
.161
0.20
4816
120
000.
0208
8520
.885
43
0.00
6944
444
114
.223
340.
0014
2233
413
.888
890.
0001
4504
0.14
5038
0.00
0488
2428
0.07
0306
961
0.00
010.
9764
855
0.00
0010
20.
0101
97
4.88
2428
703.
0696
10.0
00 197
64.8
550.
1019
716
101.
9716
0005
0.07
21.
0240
810.
0001
0240
811
0.00
0010
440.
0104
427
47.8
8026
6894
.757
9806
6.50
9.80
6650
9576
0.52
110
00
0.04
7880
6.89
476
98.0
6650
0.00
9806
795
.760
520.
001
1
10.
0043
9418
50.
0703
0696
0.00
1359
5098
0.03
4531
550.
0025
3992
90.
0101
972
1.01
9716
110
0014
22.3
314
5.03
768
0.00
11
1.42
233
0.14
5037
7
0.00
0703
070.
7030
701
0.10
1972
0.00
6894
766.
8947
579.
8066
51
227.
5735
1 160.
3093
884
7.85
8465
0.57
8020
52.
3206
0623
2.06
056
14.2
2334
0.06
25 10.
0193
3677
0.49
1154
10.
0361
2628
0.14
5037
714
.503
68
735.
5592
3.23
2183
51.7
1493
1 25.4
1.86
8268
7.50
0638
750.
0637
6
393.
7118
1.73
0042
27.6
8068
0.53
5255
013
.595
481
4.01
4742
401.
4742
1
98.0
6650
0.43
0922
6.89
4757
0.13
3322
3.38
638
0.24
9082
1 100
0.98
0665
0.00
4309
0.06
8948
0.00
1333
0.03
3864
0.00
2491
0.01 1
28.9
5902
0.12
7251
32.
0360
210.
0393
7008
10.
0735
5387
0.29
5301
29.5
3005
9FO
RCE
PER
UN
IT O
F A
REA
, PRE
SSU
RE
116
PILLARS OF STRENGTH PILLARS OF STRENGTH
NOTES NOTES
PILLARS OF STRENGTH PILLARS OF STRENGTH
ABU DHABI - LOCATION MAP SHARJAH - LOCATION MAP
PILLARS OF STRENGTH
PILLARS OF STRENGTH
PILLARS OF STRENGTH PILLARS OF STRENGTH
PILLARS OF STRENGTH
Desert Star Steel Trading LLCMussafah Sanaiya M 11 - Plot 71 Abu Dhabi. Tel. : +971 2 555 5920
Desert Star Steel Trading LLCIndustrial Area 3 - Sharjah. Tel. : 06 543 6996
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