HOT ROLLED AND STRUCTURAL STEEL PRODUCTS FOURTH EDITION
Mar 10, 2016
HOT ROLLED AND STRUCTURAL STEEL PRODUCTS
FOURTH EDITION
Introduction 2
AvailabilityStructural Steel Sections 2Merchant Bar Sections 4
Dimensions and Design InformationWelded Beams 6Welded Columns 8Universal Beams 10Universal Columns 12Tapered Flange Beams 14Parallel Flange Channels 15Universal Bearing Piles 16Equal Angles 17Unequal Angles 20
Standard SpecificationsStructural Steel Sections 23Merchant Bar Sections 25
Customer Technical Service 27
HOT ROLLED AND STRUCTURALSTEEL PRODUCTS
C O N T E N T S
2 HRSSP 4th Ed. April 2007
OneSteel is Australia's premier long products steelcompany and is comprised of three Australianbusiness groups.• OneSteel Market Mills• OneSteel Distribution• OneSteel Whyalla Steelworks
This booklet is produced by OneSteel Market Mills andis intended to provide general information on a rangeof hot rolled and structural steel products. Thefollowing text will refer to OneSteel Market Mills asOneSteel.
I N T R O D U C T I O N
A V A I L A B I L I T Y
OneSteel Market Mills also markets a range of largeWelded Product Structural Steel sections. Thesesections are welded from plate and are manufacturedin accordance with Australian Standard AS/NZS3679.2:1996 Structural Steel - Welded I Sections.
Grade Availability300PLUS® Steel is the standard grade manufacturedfor Welded Products. 300PLUS® welded products areproduced to exceed the minimum requirements ofAS/NZS 3679.2:1996 grade 300.
A higher grade option of AS/NZS 3679.2:1996 grade400 is also available.
Other grades are subject to enquiry and this should bedirected to your nearest OneSteel Sales Office.
Length AvailabilityLengths are available from a minimum of 6 metres toa maximum of 30 metres. Table 1 indicates thestandard lengths produced.
Welded Products
Structural Steel Sections
Hot Rolled Structural Steel sections produced byOneSteel are manufactured in accordance with therequirements of Australian Standard AS/NZS3679.1:1996 Structural Steel - Hot Rolled Bars andSections.
Grade Availability300PLUS® Steel is the standard grade manufacturedby OneSteel for hot rolled Structural Steel Sections.
300PLUS® Steel for hot rolled products is produced toexceed the minimum requirements of AS/NZS3679.1:1996 grade 300.
Other grades including 300PLUSL0, AS/NZS 3679.1-350 and AS/NZS 3679.1-350L0 may also be availabledepending on the section and quantity required. Forfurther information contact your nearest OneSteelSales Office (Contact details on page 27) .
Length AvailabilityThe majority of Structural Steel Sections produced byOneSteel are available in standard length and bundleconfigurations. We would recommend that attentionbe given to the standard lengths produced byOneSteel as they are more readily available than otherlengths. Table 1 indicates the standard lengthsproduced by OneSteel in Structural Steel Sections. Forother lengths (including those in excess of 18 metres)please contact your nearest OneSteel Sales Office forfurther details (Contact details on page 27).
Hot Rolled Products
3HRSSP 4th Ed. April 2007
A V A I L A B I L I T Y
Taper Flange Beams125 TFB, 100 TFBParallel Flange Channels380 PFC, 300 PFC250 PFC230 PFC, 200 PFC, 180 PFC, 150 PFC125 PFC, 100 PFC, 75 PFCEqual Angles200 EA, 150 EA, 125 EA100 EA, 90 EA, 75 EA65 EA, 55 EA, 50 EA, 45 EA, 40 EA **30 EA, 25 EAUnequal Angles150 x 100 UA,150 x 90 UA125 x 75 UA, 100 x 75 UA75 x 50 UA 65 x 50 UA
• The Section/Length combination is available in Standard Bundle configurations.
* By enquiry - Delivery to Capital cities only.
** Certain thicknesses may not be available in both lengths, confirm availability with a OneSteel Market Mills Sales Office
Table 1 Standard Lengths
Section Length (m) 7.5 9.0 10.5 12.0 13.5 15.0 16.5 18.0 20.0*
Welded Sections1200 WB, 1000 WB, 900 WB, 800 WB, 700 WB500 WC, 400 WC, 350 WCUniversal Beams610 UB, 530 UB, 460 UB, 410 UB, 360 UB310 UB 46.2, 40.4310 UB 32.0250 UB200 UB 29.8, 25.4, 22.3200 UB 18.2180 UB, 150 UBUniversal Columns310 UC 158, 137, 118310 UC 96.8250 UC200 UC, 150 UC100 UC
• • • • • • •• • • • • • •
• • • • • • • •• • • • • • • •• • • • • •• • • • • • •• • • • • • •• • • • •• • • • • •
• • • • • • •• • • • • • • •• • • • • • • •• • • • • • •• • •
• •
• • • • • • •• • • • • • •• • • • • • •• •
• • • • •• •
• ••
• • • • •• •
• ••
4 HRSSP 4th Ed. April 2007
Table 3 Squares — Size Availability and Mass
Thickness (mm) Mass (kg/m)10* 0.79012 1.1316 2.0120 3.1425 4.9140 12.5
A V A I L A B I L I T Y
Merchant Bar Sections
Rounds, Squares, Flats and Hexagons
AvailabilityMerchant bar rounds, squares, flats and hexagons areavailable in a variety of steel grades and sizes.
Due to process limitations not all grades are available in allsizes. For new applications we recommend you confirmproduct availability with a OneSteel Sales Office at an earlystage of design. Other specifications and sizes may also beavailable on enquiry.
SpecificationsMerchant bar sections are available in the followingstandards:
– 300PLUS® and AS/NZS 3679.1Structural Steel-Hot Rolled Bars and Sections.
– AS 1442Carbon Steels and Carbon Manganese Steels-Hot Rolled Bars and Semifinished Products.
– AS 1444Wrought Alloy Steels Standard, Hardenability (H) Seriesand Hardened and Tempered to Designated MechanicalProperties.
– AS 1447Hot-Rolled Spring Steels.
– OneSteel grades (based on AISI-SAE nomenclature).
Table 2 Rounds — Size Availability and Mass
Diameter (mm) Mass (kg/m)10 0.61612 0.88713 1.0414 1.2115 1.3916 1.5817 1.7818 1.9919 2.2320 2.4621 2.7222 2.9824 3.5526 4.1727 4.4930 5.5532 6.3133 6.7136 7.9939 9.3842 10.945 12.548 14.250 15.456 19.360 22.265 26.075 34.780 39.590 49.9
Table 5 Flats — Size Availability and Mass (kg/m)
Width Thickness (mm)(mm) 5 6 8 10 12 16 20 25 40 5020 1.5725 0.981 1.18 1.57 1.96 2.3632 1.26 1.51 2.01 2.51 3.0140 1.57 1.88 2.51 3.14 3.77 5.02 6.2850 1.96 2.36 3.14 3.93 4.71 6.28 7.85 9.8165 2.55 3.06 4.08 5.10 6.12 8.16 10.275 2.94 3.53 4.71 5.89 7.07 9.42 11.8 14.7 23.690 4.24 5.65 7.07 8.48
100 3.93 4.71 6.28 7.85 9.42 12.6 15.7 19.6 39.3110 5.18 6.91 8.64 10.4130 5.10 6.12 8.16 10.2 12.2 16.3 20.4 25.5150 5.89 7.07 9.42 11.8 14.1 18.8 23.6 29.4 58.9180 8.48 14.1 17.0 28.3200 9.42 12.6 15.7 18.8 25.1 31.4 39.3250 11.8 15.7 19.6 23.6300 14.1 18.8 23.6 28.3
Table 4 Hexagons — Size Availability and Mass
Size (mm) Mass (kg/m)20 2.7225 4.2530 6.1237.5 9.5639.5 10.644 13.247.5 15.349 16.353.5 19.557.5 22.563 27.0
Standard Length: 6 Metres* Confirm availability withsales office.
Standard Length: 6 Metres
Standard Length: 6 Metres
Standard Length: 6 Metres
5HRSSP 4th Ed. April 2007
A V A I L A B I L I T Y
Table 6 Merchant Bar Sections - Regular Grades
Steel Type Standard Grades AvailableStructural Steels OneSteel 300PLUS
AS/NZS 3679.1 350Carbon and Carbon-Manganese Steels AS 1442 U1008
U10101016U102110221030X10381040U10401045U104510551070U107010M40X1320X1340
Mechanically Tested AS 1442 U3U69
Merchant Quality Steels AS 1442 M1020M1030
Free Cutting Steels AS 1442 11371146X11471214
Alloy Steels AS 1444 5155516092559261
Spring Steels AS 1447 XK5155SXK5160SXK9258SXK9261S
OneSteel Grades OneSteel U100410151082X4K92M61S
Rods and Light Billets
Rods and light billets are available in a wide range of OneSteel grades,and selected grades from AS 1442, AS 1444 and AS 1447specifications.
These sections are not available in structural grades 300PLUS® and350.
Due to process limitations not all grades are available in all sizes.Confirm product availability with a OneSteel Sales Office at an earlystage of design.
Table 7 Rods Size Availability
Diameter (mm)5.5 6.5 7.0 8.0 9.0 10.0 11.2 12.5 13.0 14.0 15.0 16.0 17.0 18.0
Table 8 Light Billets Size Availability
Sizes Availablemm x mm
45 x 4550x 5063 x 6375 x 75
6 HRSSP 4th Ed. April 2007
Weld
ed
Beam
s
Table
9 W
eld
ed B
eam
s —
Dim
ensi
ons
and P
ropert
ies
Desig
natio
nDe
pth
Flan
ge
W
eb
D
epth
Gros
sAb
out x
-axis
Abou
t y-a
xisTo
rsio
nW
arp-
Des
igna
tion
of
––—
——
—––
T
hick
-Be
t-Ar
ea o
f —
——
——
——
——
——
——
—
——
——
——
——
——
——
——
Co
n-
i
ngSe
c-W
idth
Thick
-ne
ss
w
een
d
1(b
f-tw)
Cros
s-sta
nt
Co
n-tio
nne
ssFl
ange
sSe
ction
stant
d
bf
t ft w
d 1t w
2tf
A gl x
Z xS x
r xl y
Z yS y
r yJ
l
w
kg/m
mm
mm
mm
mm
mm
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
310
3 mm
3m
m10
3 mm
410
9 mm
6
1200
WB
455
1200
500
4016
1120
70.0
6.05
5790
015
300
2560
028
200
515
834
3330
5070
120
2200
028
0000
1200
WB
455
423
1192
500
3616
1120
70.0
6.72
5390
013
900
2330
025
800
508
750
3000
4570
118
1650
025
1000
423
392
1184
500
3216
1120
70.0
7.56
4990
012
500
2110
023
400
500
667
2670
4070
116
1210
022
1000
392
342
1184
400
3216
1120
70.0
6.00
4350
010
400
1750
019
800
488
342
1710
2630
88.6
9960
1130
0034
231
711
7640
028
1611
2070
.06.
8640
300
9250
1570
017
900
479
299
1500
2310
86.1
7230
9850
031
727
811
7035
025
1611
2070
.06.
6835
400
7610
1300
015
000
464
179
1020
1600
71.1
5090
5870
027
824
911
7027
525
1611
2070
.05.
1831
700
6380
1090
012
900
449
87.0
633
1020
52.4
4310
2850
024
9
1000
WB
322
1024
400
3216
960
60.0
6.00
4100
074
8014
600
1640
042
734
217
1026
2091
.397
4084
100
1000
WB
322
296
1016
400
2816
960
60.0
6.86
3780
066
5013
100
1480
042
029
914
9023
0089
.070
1073
000
296
258
1010
350
2516
960
60.0
6.68
3290
054
3010
700
1230
040
617
910
2015
9073
.848
7043
400
258
215
1000
300
2016
960
60.0
7.10
2740
040
6081
2095
7038
590
.360
296
157
.528
9021
700
215
900
WB
282
924
400
3212
860
71.7
6.06
3590
057
3012
400
1360
039
934
117
1025
9097
.588
7067
900
900
WB
282
257
916
400
2812
860
71.7
6.93
3270
050
5011
000
1220
039
329
914
9022
7095
.661
5058
900
257
218
910
350
2512
860
71.7
6.76
2780
040
6089
3099
6038
217
910
2015
6080
.240
2035
000
218
175
900
300
2012
860
71.7
7.20
2230
029
6065
8075
0036
490
.160
193
163
.520
6017
400
175
800
WB
192
816
300
2810
760
76.0
5.18
2440
029
7072
9080
6034
912
684
012
8071
.944
2019
600
800
WB
192
168
810
275
2510
760
76.0
5.30
2140
024
8061
4068
4034
186
.763
196
463
.729
9013
400
168
146
800
275
2010
760
76.0
6.63
1860
020
4051
0057
3033
169
.450
577
561
.116
7010
600
146
122
792
250
1610
760
76.0
7.50
1560
015
7039
7045
5031
741
.733
451
951
.792
162
8012
2
700
WB
173
716
275
2810
660
66.0
4.73
2200
020
6057
6063
9030
697
.170
610
8066
.440
2011
500
700
WB
173
150
710
250
2510
660
66.0
4.80
1910
017
1048
1053
7029
965
.252
179
858
.426
9076
4015
013
070
025
020
1066
066
.06.
0016
600
1400
3990
4490
290
52.1
417
642
56.0
1510
6030
130
115
692
250
1610
660
66.0
7.50
1460
011
5033
3037
9028
141
.733
451
653
.588
847
7011
5
Note
s 1.
All w
elds
to A
S/NZ
S 15
54.1
Cat
egor
y SP
(dee
p pe
netra
tion)
.2.
Web
to fl
ange
join
ts d
evel
op th
e m
inim
um te
nsile
stre
ngth
of t
he w
eb.
3.Fl
ame
cut s
urfa
ces
not i
ncor
pora
ted
in w
elds
hav
e a
min
imum
sur
face
roug
hnes
s of
cla
ss 2
, as
defin
ed in
WTI
A Te
chni
cal N
ote
5.
7HRSSP 4th Ed. April 2007
Weld
ed
Beam
s
Table
10 W
eld
ed B
eam
s —
Pro
pert
ies
for
Ass
ess
ing S
ecti
on C
apacit
y
Desig
natio
n
Y
ield
Stre
ssFo
rmAb
out x
-axis
Abou
t y-a
xisYi
eld S
tress
Form
Abou
t x-a
xisAb
out y
-axis
De
signa
tion
––—
——
——
–Fa
ctor
––
––—
——
—–
——
——
—––
–—
——
——
––––
F
acto
r—
——
——
––––
—
——
——
–––
Flan
ge
Web
Co
mpa
ct-
Com
pact-
Fl
ange
W
eb
Com
pact-
Co
mpa
ct-
f y
f y
k fne
ssZ e
xne
ssZ e
yf y
f y
k fne
ssZ e
xne
ssZ e
y
M
PaM
Pa10
3 mm
310
3 mm
3M
PaM
Pa10
3 mm
310
3 mm
3
300P
LUS*
AS/N
ZS 3
679.
2-40
012
00 W
B 45
528
030
00.
837
C28
200
C50
0036
038
00.
820
N28
100
C50
0012
00 W
B 45
542
328
030
00.
825
C25
800
C45
0036
038
00.
806
N25
700
N45
0042
339
228
030
00.
811
C23
400
N40
0036
038
00.
791
N23
300
N39
0039
234
228
030
00.
783
C19
800
C25
6036
038
00.
760
N19
600
C25
6034
231
728
030
00.
766
C17
900
C22
4036
038
00.
741
N17
700
N22
3031
727
828
030
00.
733
C15
000
C15
3036
038
00.
705
N14
900
N15
3027
824
928
030
00.
701
C12
900
C94
936
038
00.
670
N12
800
C94
924
9
1000
WB
322
280
300
0.83
2C
1640
0C
2560
360
380
0.80
7C
1640
0C
2560
1000
WB
322
296
280
300
0.81
7C
1480
0C
2240
360
380
0.79
1C
1480
0N
2230
296
258
280
300
0.79
0C
1230
0C
1530
360
380
0.76
0C
1230
0N
1530
258
215
300
300
0.73
8C
9570
C90
338
038
00.
704
C95
70N
887
215
900
WB
282
280
310
0.84
5C
1360
0C
2560
360
400
0.83
0N
1350
0C
2560
900
WB
282
257
280
310
0.83
0C
1220
0C
2240
360
400
0.81
3N
1200
0N
2220
257
218
280
310
0.80
0C
9960
C15
3036
040
00.
780
N98
40N
1530
218
175
300
310
0.74
4C
7500
C90
138
040
00.
721
N73
20N
882
175
800
WB
192
280
310
0.82
4C
8060
C12
6036
040
00.
808
N78
50C
1260
800
WB
192
168
280
310
0.79
9C
6840
C94
636
040
00.
781
N66
40C
946
168
146
300
310
0.76
3N
5710
C75
738
040
00.
744
N55
10N
754
146
122
300
310
0.71
8N
4530
N49
838
040
00.
695
N43
40N
486
122
700
WB
173
280
310
0.85
0C
6390
C10
6036
040
00.
833
C63
90C
1060
700
WB
173
150
280
310
0.82
8C
5370
C78
236
040
00.
807
C53
70C
782
150
130
300
310
0.79
5C
4490
C62
638
040
00.
773
C44
90C
626
130
115
300
310
0.76
7C
3790
N49
838
040
00.
742
C37
90N
486
115
* 30
0PLU
S w
elde
d se
ctio
ns a
re p
rodu
ced
to e
xcee
d th
e m
inim
um re
quire
men
ts o
f AS/
NZS
3679
.2-3
00.
Note
s 1.
For 3
00PL
US s
ectio
ns th
e te
nsile
stre
ngth
(fu)
is 4
30 M
Pa.
2.Fo
r Gra
de 4
00 s
ectio
ns th
e te
nsile
stre
ngth
(fu)
is 4
80 M
Pa.
3.C:
Com
pact
Sec
tion;
N: N
on-c
ompa
ct S
ectio
n; S
: Sle
nder
Sec
tion.
8 HRSSP 4th Ed. April 2007
Weld
ed
Colu
mn
s
Table
11 W
eld
ed C
olu
mns
— D
imensi
ons
and P
ropert
ies
Desig
natio
nDe
pth
Flan
geW
ebDe
pth
Gros
sAb
out x
-axis
Abou
t y-a
xisTo
rsio
nW
arp-
Des
igna
tion
of
––—
——
—––
Thick
-Be
t-Ar
ea o
f
——
——
——
——
——
——
——
——
——
——
——
——
——
——
Co
n-
i
ngSe
c-W
idth
Thick
-ne
ss
w
een
d 1
(bf-t
w)Cr
oss-
stant
Con-
tion
ness
Flan
ges
____
____
____
Secti
onsta
ntd
b ft f
t wd 1
t w2t
fA g
l x
Z xS x
r xl y
Z yS y
r yJ
l wkg
/mm
mm
mm
mm
mm
mm
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
mm
103 m
m4
109 m
m6
500
WC
440
480
500
4040
400
10.0
5.75
5600
021
5089
8010
400
196
835
3340
5160
122
3010
040
400
500
WC
440
414
480
500
4032
400
12.5
5.85
5280
021
1088
0010
100
200
834
3340
5100
126
2540
040
400
414
383
472
500
3632
400
12.5
6.50
4880
018
9079
9091
3019
775
130
0046
0012
419
900
3570
038
334
051
450
032
2545
018
.07.
4243
200
2050
7980
8980
218
667
2670
4070
124
1310
038
800
340
290
506
500
2820
450
22.5
8.57
3700
017
5069
3077
0021
858
423
3035
4012
684
2033
300
290
267
500
500
2520
450
22.5
9.60
3400
015
6062
5069
5021
452
120
8031
7012
463
7029
400
267
228
490
500
2020
450
22.5
12.0
2900
012
6051
3057
1020
841
716
7025
4012
038
8023
000
228
400
WC
361
430
400
4040
350
8.75
4.50
4600
013
6063
4074
6017
242
921
4033
4096
.5
2480
016
300
400
WC
361
328
430
400
4028
350
12.5
4.65
4180
013
2061
4071
0017
842
721
4032
7010
119
200
1620
032
830
342
240
036
2835
012
.55.
1738
600
1180
5570
6420
175
385
1920
2950
99.8
14
800
1430
030
327
041
440
032
2535
014
.05.
8634
400
1030
4950
5660
173
342
1710
2610
99.8
10
400
1250
027
021
240
040
025
2035
017
.57.
6027
000
776
3880
4360
169
267
1330
2040
99.4
50
6093
8021
218
139
040
020
2035
017
.59.
5023
000
620
3180
3570
164
214
1070
1640
96.4
30
8073
1018
114
438
240
016
1635
021
.912
.0
1840
048
625
5028
3016
317
185
413
0096
.3
1580
5720
144
350
WC
280
355
350
4028
275
9.82
4.03
3570
074
742
1049
4014
528
616
4025
0089
.6
1650
071
0035
0 W
C 28
025
834
735
036
2827
59.
824.
4732
900
661
3810
4450
142
258
1470
2260
88.5
12
700
6230
258
230
339
350
3225
275
11.0
5.08
2930
057
333
8039
1014
022
913
1020
0088
.4
8960
5400
230
197
331
350
2820
275
13.8
5.89
2510
048
629
4033
5013
920
011
4017
4089
.3
5750
4600
197
Note
s 1.
All w
elds
to A
S/NZ
S 15
54.1
Cat
egor
y SP
(dee
p pe
netra
tion)
.2.
Web
to fl
ange
join
ts d
evel
op th
e m
inim
um te
nsile
stre
ngth
of a
16
mm
web
onl
y.3.
Flam
e cu
t sur
face
s no
t inc
orpo
rate
d in
wel
ds h
ave
a m
inim
um s
urfa
cero
ughn
ess
of c
lass
2 a
s de
fined
in W
TIA
Tech
nica
l Not
e 5.
9HRSSP 4th Ed. April 2007
Weld
ed
Colu
mn
s
Table
12 W
eld
ed C
olu
mns
— P
ropert
ies
for
Ass
ess
ing S
ecti
on C
apacit
y
Desig
natio
n
Y
ield
Stre
ssFo
rm
Abou
t x-a
xisAb
out y
-axis
Yield
Stre
ssFo
rmAb
out x
-axis
Abou
t y-a
xis
D
esig
natio
n––
–——
——
—–
Facto
r
–
–––—
——
——
––—
——
——
–
–––—
——
——
–
Fac
tor
–
––—
——
——
–
–––
–——
——
—Fl
ange
W
eb
Com
pact-
Co
mpa
ct-
Flan
ge
Web
Co
mpa
ct-
Com
pact-
f y
f yk f
ness
Z ex
ness
Z ey
f y
f y
k fne
ssZ e
xne
ssZ e
y
MPa
MPa
103 m
m3
103 m
m3
MPa
MPa
103 m
m3
103 m
m3
300P
LUS*
AS/N
ZS 3
679.
2-40
050
0 W
C 44
028
028
01.
00C
1040
0C
5010
360
360
1.00
C10
400
C50
1050
0 W
C 44
041
428
028
01.
00
C10
100
C50
1036
036
01.
00C
1010
0C
5010
414
383
280
280
1.00
C91
30C
4510
360
360
1.00
C91
30C
4510
383
340
280
280
1.00
C89
80C
4000
360
360
1.00
N88
30N
3920
340
290
280
300
1.00
N75
70N
3410
360
380
1.00
N74
10N
3310
290
267
280
300
1.00
N67
00N
2970
360
380
1.00
N65
40N
2860
267
228
300
300
1.00
N52
10N
2200
380
380
0.96
4S
4860
N21
0022
8
400
WC
361
280
280
1.00
C74
70C
3210
360
360
1.00
C74
70C
3210
400
WC
361
328
280
280
1.00
C71
00C
3200
360
360
1.00
C71
00C
3200
328
303
280
280
1.00
C64
20C
2880
360
360
1.00
C64
20C
2880
303
270
280
280
1.00
C56
60C
2560
360
360
1.00
C56
60C
2560
270
212
280
300
1.00
N43
60N
2000
360
380
1.00
N42
70N
1950
212
181
300
300
1.00
N34
10N
1510
380
380
1.00
N33
30N
1460
181
144
300
300
1.00
N25
90N
1120
380
380
0.96
4S
2410
N10
7014
4
350
WC
280
280
280
1.00
C49
40C
2450
360
360
1.00
C49
40C
2450
350
WC
280
258
280
280
1.00
C44
50C
2210
360
360
1.00
C44
50C
2210
258
230
280
280
1.00
C39
10C
1960
360
360
1.00
C39
10C
1960
230
197
280
300
1.00
C33
50C
1720
360
380
1.00
C33
50C
1720
197
* 30
0PLU
S w
elde
d se
ctio
ns a
re p
rodu
ced
to e
xcee
d th
e m
inim
um re
quire
men
ts o
f AS/
NZS
3679
.2-3
00.
Note
s 1.
For 3
00PL
US s
ectio
ns th
e te
nsile
stre
ngth
(fu)
is 4
30 M
Pa.
2.Fo
r Gra
de 4
00 s
ectio
ns th
e te
nsile
stre
ngth
(fu)
is 4
80 M
Pa.
3.C:
Com
pact
Sec
tion;
N: N
on-c
ompa
ct S
ectio
n; S
: Sle
nder
Sec
tion.
10 HRSSP 4th Ed. April 2007
Un
ivers
al
Beam
sTa
ble
13 U
niv
ers
al
Beam
s —
Dim
ensi
ons
and P
ropert
ies
Desig
natio
nDe
pth
Flan
geW
ebRo
otDe
pth
Gros
sAb
out x
-axis
Abou
t y-a
xisTo
rsio
nW
arp-
D
esig
natio
nof
——
——
Thick
-Ra
d-Be
t-Ar
ea o
f
——
——
——
——
——
——
——
——
——
——
——
——
——
——
—
Con-
in
gSe
c-W
idth
Thick
-
n
ess
ius
we
en
d 1(b
f-tw)
Cros
s-sta
ntCo
n-tio
nne
ssFl
ange
s__
____
____
__Se
ction
stant
db f
t ft w
r 1d 1
t w2t
f A g
l
x
Z
x
S x
r xl y
Z yS y
r yJ
l w
kg/m
mm
mm
mm
mm
mm
mm
mm
2
1
06m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
mm
103 m
m4
109 m
m6
610
UB 1
2561
222
919
.611
.914
.057
248
.15.
5416
000
986
3230
3680
249
39.3
343
536
49.6
1560
3450
610
UB 1
2511
360
722
817
.311
.214
.057
251
.16.
2714
500
875
2880
3290
246
34.3
300
469
48.7
1140
2980
113
101
602
228
14.8
10.6
14.0
572
54.0
7.34
1300
076
125
3029
0024
229
.325
740
247
.579
025
3010
1
530
UB 9
2.4
533
209
15.6
10.2
14.0
502
49.2
6.37
1180
055
420
8023
7021
723
.822
835
544
.977
515
9053
0 UB
92.
482
.052
820
913
.29.
614
.050
252
.37.
5510
500
477
1810
2070
213
20.1
193
301
43.8
526
1330
82.0
460
UB 8
2.1
460
191
16.0
9.9
11.4
428
43.3
5.66
1050
037
216
1018
4018
818
.619
530
342
.270
191
946
0 UB
82.
174
.645
719
014
.59.
111
.442
847
.16.
2495
2033
514
6016
6018
816
.617
527
141
.853
081
574
.667
.145
419
012
.78.
511
.442
850
.47.
15
8580
296
1300
1480
186
14.5
153
238
41.2
378
708
67.1
410
UB 5
9.7
406
178
12.8
7.8
11.4
381
48.8
6.65
7640
216
1060
1200
168
12.1
135
209
39.7
337
467
410
UB 5
9.7
53.7
403
178
10.9
7.6
11.4
381
50.1
7.82
6890
188
933
1060
165
10.3
115
179
38.6
234
394
53.7
360
UB 5
6.7
359
172
13.0
8.0
11.4
333
41.6
6.31
7240
161
899
1010
149
11.0
128
198
39.0
338
330
360
UB 5
6.7
50.7
356
171
11.5
7.3
11.4
333
45.6
7.12
6470
142
798
897
148
9.60
112
173
38.5
241
284
50.7
44.7
352
171
9.7
6.9
11.4
333
48.2
8.46
5720
121
689
777
146
8.10
94.7
146
37.6
161
237
44.7
310
UB 4
6.2
307
166
11.8
6.7
11.4
284
42.3
6.75
5930
100
654
729
130
9.01
109
166
39.0
233
197
310
UB 4
6.2
40.4
304
165
10.2
6.1
11.4
284
46.5
7.79
5210
86.4
569
633
129
7.65
92.7
142
38.3
157
165
40.4
32.0
298
149
8.0
5.5
13.0
282
51.3
8.97
4080
63.2
424
475
124
4.42
59.3
91.8
32.9
86.5
92.9
32.0
250
UB 3
7.3
256
146
10.9
6.4
8.9
234
36.6
6.40
4750
55.7
435
486
108
5.66
77.5
119
34.5
158
85.2
250
UB 3
7.3
31.4
252
146
8.6
6.1
8.9
234
38.4
8.13
4010
44.5
354
397
105
4.47
61.2
94.2
33.4
89.3
65.9
31.4
25.7
248
124
8.0
5.0
12.0
232
46.4
7.44
3270
35.4
285
319
104
2.55
41.1
63.6
27.9
67.4
36.7
25.7
200
UB 2
9.8
207
134
9.6
6.3
8.9
188
29.8
6.65
3820
29.1
281
316
87.3
3.86
57.5
88.4
31.8
105
37.6
200
UB 2
9.8
25.4
203
133
7.8
5.8
8.9
188
32.3
8.15
3230
23.6
232
260
85.4
3.06
46.1
70.9
30.8
62.7
29.2
25.4
22.3
202
133
7.0
5.0
8.9
188
37.5
9.14
2870
21.0
208
231
85.5
2.75
41.3
63.4
31.0
45.0
26.0
22.3
18.2
198
997.
04.
511
.018
440
.96.
7523
2015
.816
018
082
.61.
1423
.035
.722
.138
.610
.418
.2
180
UB 2
2.2
179
9010
.06.
08.
915
926
.54.
2028
2015
.317
119
573
.61.
2227
.142
.320
.881
.68.
7118
0 UB
22.
218
.117
590
8.0
5.0
8.9
159
31.8
5.31
2300
12.1
139
157
72.6
0.97
521
.733
.720
.644
.86.
8018
.116
.117
390
7.0
4.5
8.9
159
35.3
6.11
2040
10.6
123
138
72.0
0.85
319
.029
.420
.431
.55.
8816
.1
150
UB 1
8.0
155
759.
56.
08.
013
622
.73.
6323
009.
0511
713
562
.80.
672
17.9
28.2
17.1
60.5
3.56
150
UB 1
8.0
14.0
150
757.
05.
08.
013
627
.25.
0017
806.
6688
.810
261
.10.
495
13.2
20.8
16.6
28.1
2.53
14.0
11HRSSP 4th Ed. April 2007
Un
ivers
al
Beam
s
Table
14 U
niv
ers
al
Beam
s —
Pro
pert
ies
for
Ass
ess
ing S
ecti
on C
apacit
y
Desig
natio
n
Yiel
d St
ress
Form
Abou
t x-a
xisAb
out y
-axis
Yield
Stre
ssFo
rmAb
out x
-axis
Abou
t y-a
xisDe
signa
tion
––––
——
——
–––
Facto
r
––
——
——
——
––
–
–––—
——
——
—–—
——
——
—–
Fac
tor
–––—
——
——
—––
––—
——
——
—Fl
ange
W
eb
Com
pact-
Co
mpa
ct-
Flan
ge
Web
Co
mpa
ct-
Com
pact-
f y
f y
k fne
ssZ e
xne
ssZ e
yf y
f y
k fne
ssZ e
xne
ssZ e
yM
PaM
Pa10
3 mm
310
3 mm
3M
PaM
Pa10
3 mm
310
3 mm
3
300P
LUS*
AS/N
ZS 3
679.
1-35
061
0 UB
125
280
300
0.95
0C
3680
C51
534
034
00.
916
C36
80C
515
610
UB 1
2511
328
030
00.
926
C32
90C
451
340
340
0.89
1C
3290
C45
111
310
130
032
00.
888
C29
00C
386
340
360
0.86
7C
2900
C38
610
1
530
UB 9
2.4
300
320
0.92
8C
2370
C34
234
036
00.
907
C23
70C
342
530
UB 9
2.4
82.0
300
320
0.90
2C
2070
C28
934
036
00.
880
C20
70C
289
82.0
460
UB 8
2.1
300
320
0.97
9C
1840
C29
234
036
00.
956
C18
40C
292
460
UB 8
2.1
74.6
300
320
0.94
8C
1660
C26
234
036
00.
926
C16
60C
262
74.6
67.1
300
320
0.92
2C
1480
C23
034
036
00.
901
C14
80C
230
67.1
410
UB 5
9.7
300
320
0.93
8C
1200
C20
334
036
00.
918
C12
00C
203
410
UB 5
9.7
53.7
320
320
0.91
3C
1060
C17
336
036
00.
894
N10
50N
172
53.7
360
UB 5
6.7
300
320
0.99
6C
1010
C19
334
036
00.
974
C10
10C
193
360
UB 5
6.7
50.7
300
320
0.96
3C
897
C16
834
036
00.
943
C89
7C
168
50.7
44.7
320
320
0.93
0N
770
N14
036
036
00.
911
N76
2N
139
44.7
310
UB 4
6.2
300
320
0.99
1C
729
C16
334
036
00.
972
C72
9C
163
310
UB 4
6.2
40.4
320
320
0.95
2C
633
C13
936
036
00.
936
N62
9N
138
40.4
32.0
320
320
0.91
5N
467
N86
.936
036
00.
898
N46
2N
85.7
32.0
250
UB 3
7.3
320
320
1.00
C48
6C
116
360
360
1.00
C48
6C
116
250
UB 3
7.3
31.4
320
320
1.00
N39
5N
91.4
360
360
0.99
1N
392
N90
.331
.425
.732
032
00.
949
C31
9C
61.7
360
360
0.93
2C
319
C61
.725
.7
200
UB 2
9.8
320
320
1.00
C31
6C
86.3
360
360
1.00
C31
6C
86.3
200
UB 2
9.8
25.4
320
320
1.00
N25
9N
68.8
360
360
1.00
N25
7N
68.0
25.4
22.3
320
320
1.00
N22
7N
60.3
360
360
1.00
N22
5N
59.4
22.3
18.2
320
320
0.99
0C
180
C34
.436
036
00.
970
C18
0C
34.4
18.2
180
UB 2
2.2
320
320
1.00
C19
5C
40.7
360
360
1.00
C19
5C
40.7
180
UB 2
2.2
18.1
320
320
1.00
C15
7C
32.5
360
360
1.00
C15
7C
32.5
18.1
16.1
320
320
1.00
C13
8C
28.4
360
360
1.00
C13
8C
28.4
16.1
150
UB 1
8.0
320
320
1.00
C13
5C
26.9
360
360
1.00
C13
5C
26.9
150
UB 1
8.0
14.0
320
320
1.00
C10
2C
19.8
360
360
1.00
C10
2C
19.8
14.0
* 30
0PLU
S re
plac
ed G
rade
250
as
the
base
gra
de fo
r the
se s
ectio
ns in
199
4.30
0PLU
S ho
t rol
led
sect
ions
are
pro
duce
d to
exc
eed
the
min
imum
requ
irem
ents
of A
S/NZ
S 36
79.1
-300
.No
tes
1.Fo
r 300
PLUS
sec
tions
the
tens
ile s
treng
th (f
u) is
440
MPa
.2.
For G
rade
350
sec
tions
the
tens
ile s
treng
th (f
u) is
480
MPa
.3.
C: C
ompa
ct S
ectio
n; N
: Non
-com
pact
Sec
tion;
S: S
lend
er S
ectio
n.
12 HRSSP 4th Ed. April 2007
Un
ivers
al
Colu
mn
s
Table
15 U
niv
ers
al
Colu
mns
— D
imensi
ons
and P
ropert
ies
Desig
natio
nDe
pth
Flan
geW
eb
Root
Dept
hGr
oss
Abou
t x-a
xisAb
out y
-axis
Tors
ion
War
p-
Desig
natio
nof
—
——
——
T
hick
-Ra
d-Be
t-Ar
ea o
f
——
——
——
——
——
——
——
—
——
——
——
——
——
——
——
Con-
in
gSe
c-W
idth
Thick
-
n
ess
iu
swe
en
d1
(bf-t
w)
Cro
ss-
stant
Con-
tion
ness
Flan
ges
Secti
onsta
ntd
b ft f
t w
r 1
d 1t w
2tf
A gl x
Z xS x
r x
l yZ y
S y
r y
J
l w
kg/m
mm
mm
m
mm
m
mm
mm
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
310
3 mm
3m
m10
3 mm
410
9 mm
6
310
UC 1
5832
731
125
.015
.716
.527
717
.75.
9120
100
388
2370
2680
139
125
807
1230
78.9
3810
2860
310
UC 1
5813
732
130
921
.713
.816
.527
720
.16.
8017
500
329
2050
2300
137
107
691
1050
78.2
2520
2390
137
118
315
307
18.7
11.9
16.5
277
23.3
7.89
1500
027
717
6019
6013
690
.258
889
377
.516
3019
8011
896
.830
830
515
.49.
916
.527
728
.09.
5812
400
223
1450
1600
134
72.9
478
725
76.7
928
1560
96.8
250
UC 8
9.5
260
256
17.3
10.5
14.0
225
21.5
7.10
1140
014
311
0012
3011
248
.437
857
565
.210
4071
325
0 UC
89.
572
.925
425
414
.28.
614
.022
526
.28.
6493
2011
489
799
211
138
.830
646
364
.558
655
772
.9
200
UC 5
9.5
210
205
14.2
9.3
11.4
181
19.5
6.89
7620
61.3
584
656
89.7
20.4
199
303
51.7
477
195
200
UC 5
9.5
52.2
206
204
12.5
8.0
11.4
181
22.7
7.84
6660
52.8
512
570
89.1
17.7
174
264
51.5
325
166
52.2
46.2
203
203
11.0
7.3
11.4
181
24.8
8.90
5900
45.9
451
500
88.2
15.3
151
230
51.0
228
142
46.2
150
UC 3
7.2
162
154
11.5
8.1
8.9
139
17.1
6.34
4730
22.2
274
310
68.4
7.01
91.0
139
38.5
197
39.6
150
UC 3
7.2
30.0
158
153
9.4
6.6
8.9
139
21.0
7.79
3860
17.6
223
250
67.5
5.62
73.4
112
38.1
109
30.8
30.0
23.4
152
152
6.8
6.1
8.9
139
22.8
10.7
2980
12.6
166
184
65.1
3.98
52.4
80.2
36.6
50.2
21.1
23.4
100
UC 1
4.8
9799
7.0
5.0
10.0
83.0
16.6
6.71
1890
3.18
65.6
74.4
41.1
1.14
22.9
35.2
24.5
34.9
2.30
100
UC 1
4.8
13HRSSP 4th Ed. April 2007
Un
ivers
al
Colu
mn
s
Table
16 U
niv
ers
al
Colu
mns
— P
ropert
ies
for
Ass
ess
ing S
ecti
on C
apacit
y
Desig
natio
n
Y
ield
Stre
ssFo
rmAb
out x
-axis
Abou
t y-a
xisYi
eld S
tress
Form
Abou
t x-a
xisAb
out y
-axis
Desig
natio
n––
–——
——
—
Facto
r
–––
——
——
––
–
––—
——
——
–––—
——
——
Facto
r––
–——
——
—––
––—
——
——
Flan
ge
Web
Co
mpa
ct-
Com
pact-
Fl
ange
W
eb
Com
pact-
Co
mpa
ct-
f y
f yk f
ness
Z ex
ness
Z ey
f y
f y
k f
ness
Z ex
ness
Z ey
MPa
MPa
103 m
m3
103 m
m3
MPa
MPa
103 m
m3
103 m
m3
300P
LUS*
AS/N
ZS 3
679.
1-35
031
0 UC
158
28
030
01.
00C
2680
C12
1034
034
01.
00C
2680
C12
1031
0 UC
158
137
280
300
1.00
C23
00C
1040
340
340
1.00
C23
00C
1040
137
118
280
300
1.00
C19
60C
882
340
340
1.00
N19
50N
878
118
96.8
300
320
1.00
N15
60N
694
340
360
1.00
N15
50N
684
96.8
250
UC 8
9.5
280
320
1.00
C12
30C
567
340
360
1.00
C12
30C
567
250
UC 8
9.5
72.9
300
320
1.00
N98
6N
454
340
360
1.00
N97
7N
448
72.9
200
UC 5
9.5
300
320
1.00
C65
6C
299
340
360
1.00
C65
6C
299
200
UC 5
9.5
52.2
300
320
1.00
C57
0C
260
340
360
1.00
N56
9N
260
52.2
46.2
300
320
1.00
N49
4N
223
340
360
1.00
N49
0N
219
46.2
150
UC 3
7.2
300
320
1.00
C31
0C
137
340
360
1.00
C31
0C
137
150
UC 3
7.2
30.0
320
320
1.00
C25
0C
110
360
360
1.00
N24
8N
109
30.0
23.4
320
320
1.00
N17
6N
73.5
360
360
1.00
N17
4N
72.3
23.4
100
UC 1
4.8
320
320
1.00
C74
.4C
34.4
360
360
1.00
C74
.4C
34.4
100
UC 1
4.8
* 30
0PLU
S re
plac
ed G
rade
250
as
the
base
gra
de fo
r the
se s
ectio
ns in
199
4.30
0PLU
S ho
t rol
led
sect
ions
are
pro
duce
d to
exc
eed
the
min
imum
requ
irem
ents
of A
S/NZ
S 36
79.1
-300
.No
tes
1.Fo
r 300
PLUS
sec
tions
the
tens
ile s
treng
th (f
u) is
440
MPa
.2.
For G
rade
350
sec
tions
the
tens
ile s
treng
th (f
u) is
480
MPa
.3.
C: C
ompa
ct S
ectio
n; N
: Non
-com
pact
Sec
tion;
S: S
lend
er S
ectio
n.
14 HRSSP 4th Ed. April 2007
Table
18 T
apere
d F
lange B
eam
s —
Pro
pert
ies
for
Ass
ess
ing S
ecti
on C
apacit
y
Desig
natio
n
Y
ield
Stre
ssFo
rmAb
out x
-axis
Abou
t y-a
xisYi
eld S
tress
Form
Abou
t x-a
xisAb
out y
-axis
Desig
natio
n–—
——
——
––Fa
ctor
––
–——
——
—–
––—
——
—––
––
–——
——
—–
Fac
tor
–
–––—
——
——
–––—
——
——
Flan
ge
Web
Co
mpa
ct-
Com
pact-
Fl
ange
W
eb
Com
pact-
Co
mpa
ct-
f y
f y
k fne
ssZ e
xne
ssZ e
yf y
f y
k fne
ssZ e
xne
ssZ e
y
MPa
MPa
103 m
m3
103 m
m3
MPa
MPa
103 m
m3
103 m
m3
300P
LUS*
AS/N
ZS 3
679.
1-35
012
5 TF
B32
032
01.
00C
80.3
C15
.636
036
01.
00C
80.3
C15
.612
5 TF
B10
0 TF
B32
032
01.
00C
34.1
C5.
3036
036
01.
00C
34.1
C5.
3010
0 TF
B*3
00PL
US re
plac
ed G
rade
250
as
the
base
gra
de fo
r the
se s
ectio
ns in
199
7.30
0PLU
S ho
t rol
led
sect
ions
are
pro
duce
d to
exc
eed
the
min
imum
requ
irem
ents
of A
S/NZ
S 36
79.1
-300
Note
s1.
For 3
00PL
US s
ectio
ns th
e te
nsile
stre
ngth
(fu)
is 4
40 M
Pa.
2.Fo
r Gra
de 3
50 s
ectio
ns th
e te
nsile
stre
ngth
(fu)
is 4
80 M
Pa.
3.C:
Com
pact
Sec
tion;
N: N
on-c
ompa
ct S
ectio
n; S
: Sle
nder
Sec
tion.
Tap
ere
d F
lan
ge B
eam
s
Table
17 T
apere
d F
lange B
eam
s —
Dim
ensi
ons
and P
ropert
ies
Desig
natio
nM
ass
Dept
hFl
ange
Web
Radi
iDe
pth
Gros
sAb
out x
-axis
Abou
t y-a
xisTo
rsio
n
War
p-
D
esig
natio
npe
rof
––
——
——
–Th
ick-
––—
——
—–
Bet-
Area
of
–——
——
——
——
——
–
–—
——
——
——
——
——
–Co
n-
i
ngm
etre
Sec-
Wid
th
T
hick
- n
ess
Root
Toe
wee
n
d 1
(bf-t
w)Cr
oss
stant
Con
-tio
nne
ssFl
ange
s__
____
____
__Se
ction
tant
d
bf
t ft w
r 1r 2
d 1t w
2tf
A gl x
Z xS x
r xl y
Z yS y
r yJ
l w
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
310
3 mm
3m
m
1
03m
m4
109 m
m6
125
TFB
13.1
125
65.0
8.5
5.0
8.
0 4.
0
108
21.6
3.
5316
704.
3469
.480
.350
.9
0.33
710
.417
.214
.2
40.2
1.14
1
25 T
FB
100
TFB
7.20
100
45.0
6.0
4.0
7.
0
3.0
88
22.0
3.
4291
71.
4629
.234
.139
.9
0.07
95
3.53
6.00
9.31
11
.60.
176
100
TFB
15HRSSP 4th Ed. April 2007
Para
llel
Fla
nge C
han
nels
Table
19 P
ara
llel
Fla
nge C
hannels
— D
imensi
ons
and P
ropert
ies
Desig
natio
nM
ass
Dept
hFl
ange
Web
Root
Dept
hGr
oss
Coor
di-
Coor
di-
Abou
t x-a
xisAb
out y
-axis
Tors
ion
War
p-
Des
igna
tion
per
of
–——
——
–
Thick
- R
adiu
sBe
t-Ar
ea o
fna
te of
nate
of—
——
——
——
——
—
——
——
——
——
——
——
Con-
in
gm
etre
Sec-
Wid
th
Thi
ck-
ness
ween
d1
(bf-t
w)
Cros
s-Ce
n-Sh
ear
stant
Con-
tion
ness
Flan
ges
____
_ _
____
Sec
tion
troid
Cent
resta
ntd
b
ft f
t wr 1
d 1t w
t fA g
x Lx O
l xZ x
S xr x
l yZ y
RZ y
LS y
r yJ
I w
kg/m
mm
mm
mm
mm
mm
mm
mm
2m
mm
m
106
mm
4 1
03m
m3
103 m
m3
mm
106
mm
410
3 mm
310
3 mm
310
3 mm
3m
m10
3 mm
410
9 mm
6
380
PFC
55.2
380
100
17.5
10.0
14.0
34
534
.5
5.14
7030
27.5
56.7
152
798
946
147
6.48
89.4
236
161
30.4
472
151
380
PFC
300
PFC
40.1
300
9016
.08.
014
.0
268
33.5
5.
1351
1027
.256
.172
.448
356
411
94.
0464
.414
811
728
.129
058
.230
0 PF
C25
0 PF
C35
.525
090
15.0
8.0
12.0
22
027
.5
5.47
4520
28.6
58.5
45.1
361
421
99.9
3.
6459
.312
710
728
.423
835
.925
0 PF
C23
0 PF
C25
.123
075
12.0
6.5
12.0
20
631
.75.
7132
0022
.646
.726
.823
327
191
.4
1.76
33.6
77.8
61.0
23.5
108
15.0
230
PFC
200
PFC
22.9
200
7512
.06.
012
.0
176
29.3
5.
7529
2024
.450
.519
.119
122
180
.9
1.65
32.7
67.
8
58.
9
2
3.8
101
10.6
200
PFC
180
PFC
20.9
180
7511
.06.
012
.0
158
26.3
6.
2726
6024
.550
.314
.115
718
272
.9
1.51
29.9
61.5
53.8
23.8
81.
47.
8218
0 PF
C15
0 PF
C17
.715
075
9.5
6.0
10.0
13
121
.8
7.26
2250
24.9
51.0
8.34
111
129
60.8
1.
2925
.751
.646
.023
.954
.94.
5915
0 PF
C12
5 PF
C 11
.9
125
657.
54.
78.
011
023
.48.
04
1520
21.8
45.0
3.97
63.5
73.0
51.1
0.
658
15.2
30.2
27.2
20.8
23.1
1.64
125
PFC
100
PFC
8.33
10
050
6.7
4.2
8.0
86.6
20.6
6.84
10
6016
.733
.91.
7434
.740
.3
40.4
0.26
78.
0116
.014
.415
.913
.20.
424
100
PFC
75 P
FC5.
9275
406.
13.
88.
062
.816
.55.
9475
413
.727
.20.
683
18.2
21.4
30.1
0.
120
4.56
8.71
8.20
12.6
8.13
0.10
675
PFC
Table
20 P
ara
llel
Fla
nge C
hannels
— P
ropert
ies
for
Ass
ess
ing S
ecti
on C
apacit
y
Desig
natio
n
Yi
eld S
tress
Form
A
bout
x-a
xis
Abo
ut y
-axis
Yield
Stre
ssFo
rm
Abo
ut x
-axis
Abou
t y-a
xisDe
signa
tion
––––
——
——
—Fa
ctor
––—
——
——
—–
––—
——
——
—Fa
ctor
––––
––—
——
——
—Fl
ange
W
eb
Load
ALo
ad B
Flan
ge
Web
Lo
ad A
Load
B
f yf y
k fZ e
xZ e
yZ e
yf y
f yk f
Z ex
Z ey
Z ey
MPa
MPa
103 m
m3
103 m
m3
103 m
m3
MPa
MPa
103 m
m3
103 m
m3
103 m
m3
300P
LUS*
AS/N
ZS 3
679.
1-35
038
0 PF
C28
032
01.
0094
611
513
434
036
01.
0094
610
413
438
0 PF
C30
0 PF
C30
032
01.
0056
482
.396
.634
036
0 1.
0056
477
.296
.630
0 PF
C25
0 PF
C30
032
01.
0042
188
.789
.034
036
0 1.
0042
184
.989
.025
0 PF
C23
0 PF
C30
032
01.
0027
145
.150
.434
036
0 1.
0027
142
.650
.423
0 PF
C20
0 PF
C30
032
01.
0022
146
.749
.134
036
0 1.
0022
144
.549
.120
0 PF
C18
0 PF
C30
032
01.
0018
244
.944
.834
036
0 1.
0018
244
.144
.818
0 PF
C15
0 PF
C32
032
01.
0012
938
.538
.536
036
0 1.
0012
938
.538
.515
0 PF
C12
5 PF
C32
032
01.
0072
.822
.822
.836
036
01.
0072
.022
.522
.812
5 PF
C10
0 PF
C32
032
01.
0040
.312
.012
.036
036
01.
0040
.312
.012
.010
0 PF
C75
PFC
320
320
1.00
21.4
6.84
6.84
360
360
1.00
21.4
6.84
6.84
75 P
FC*
300P
LUS
repl
aced
Gra
de 2
50 a
s th
e ba
se g
rade
for t
hese
sec
tions
in 1
994.
300P
LUS
hot r
olle
d se
ctio
ns a
re p
rodu
ced
to e
xcee
d th
e m
inim
um re
quire
men
ts o
f AS/
NZS
3679
.1-3
00.
Note
s 1.
For 3
00PL
US s
ectio
ns th
e te
nsile
stre
ngth
(fu)
is 4
40 M
Pa.
2.Fo
r Gra
de 3
50 s
ectio
ns th
e te
nsile
stre
ngth
(fu)
is 4
80 M
Pa.
L
R
16 HRSSP 4th Ed. April 2007
Un
ivers
al
Beari
ng P
iles
(refe
r N
ote
4)
Table
21 U
niv
ers
al
Beari
ng P
iles
— D
imensi
ons
and P
ropert
ies
Desig
natio
nDe
pth
Flan
geW
ebRo
otDe
pth
Gros
sAb
out x
-axis
Abou
t y-a
xis
T
orsio
nW
arp-
D
esig
natio
nof
–—
——
—––
T
hick
-Ra
dius
Be
t-Ar
ea o
f
–––
——
——
——
——
—–
–——
——
——
——
——
—Co
n-
ing
Sec-
Wid
th
Thi
ck-
ness
ween
d 1
(bf-t
w)
Cro
ss-
stant
Con-
tion
ness
Flan
ges
____
_ _
____
Secti
onsta
ntd
b ft f
t w
r
1d 1
t w
2
t fA g
l x
Z x
S x
r x
l y
Z yS y
r y
J
lw
kg/m
mm
mm
mm
mm
mm
mm
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 m
m3
103 m
m3
mm
103 m
m4
109 m
m6
310
UBP
149
318
316
20.6
20.5
16.5
277
13.5
7.14
1900
033
020
8023
7013
210
969
1
1070
75
.829
7024
1031
0 UB
P 14
911
030
831
115
.415
.316
.527
718
.19.
5714
000
236
1530
1720
130
76.6
494
759
7
3.9
1240
1640
110
78.8
299
306
11.1
11.1
16.5
277
24.9
13.3
1010
016
511
0012
2012
853
.1
34
753
0
72.
548
411
0078
.8
200
UBP
122
230
220
25.0
25.0
11.4
180
7.20
3.90
1560
012
911
2013
40
9
1.0
44.6
406
635
5
3.5
3540
469
200
UBP
122
Table
22 U
niv
ers
al
Beari
ng P
iles
— P
ropert
ies
for
Ass
ess
ing S
ecti
on C
apacit
y
Desig
natio
n
Y
ield
Stre
ssFo
rmAb
out x
-axis
Abou
t y-a
xisYi
eld S
tress
Fo
rmAb
out x
-axis
Abou
t y-a
xisDe
signa
tion
–——
——
—––
Fa
ctor
–
–——
——
—––
——
——
—––
——
——
—
Fa
ctor
–––—
——
—––
–—
——
——
––Fl
ange
W
eb
Com
pact-
Co
mpa
ct-
Flan
ge
Web
Co
mpa
ct-
Com
pact-
f y
f y
k fne
ssZ e
xne
ssZ e
yf y
f y
k fne
ssZ e
xne
ssZ e
y
MPa
MPa
103 m
m3
103 m
m3
MPa
MPa
103 m
m3
103 m
m3
300P
LUS*
AS/N
ZS 3
679.
1-35
031
0 UB
P 14
928
028
01.
00C
2370
C10
4034
034
01.
00C
2370
C10
4031
0 UB
P 14
911
030
030
01.
00N
1680
N71
834
034
01.
00N
1660
N70
811
078
.830
030
01.
00N
1130
N46
034
034
01.
00N
1110
N45
078
.8
200
UBP
122
280
280
1.00
C13
40C
609
340
340
1.00
C13
40C
609
200
UBP
122
*300
PLUS
hot
rolle
d se
ctio
ns a
re p
rodu
ced
to e
xcee
d th
e m
inim
um re
quire
men
ts o
f AS/
NZS
3679
.1-3
00.
Note
s 1.
For 3
00PL
US s
ectio
ns th
e te
nsile
stre
ngth
(fu)
is 4
40 M
Pa.
2.Fo
r Gra
de 3
50 s
ectio
ns th
e te
nsile
stre
ngth
(fu)
is 4
80 M
Pa.
3.C:
Com
pact
Sec
tion;
N: N
on-c
ompa
ct S
ectio
n; S
: Sle
nder
Sec
tion.
4.Th
ese
sect
ions
are
gen
eral
ly n
ot s
tock
ed a
nd a
re a
vaila
ble
for p
roje
ct o
rder
s on
ly s
ubje
ct to
enq
uiry
from
you
r nea
rest
One
Stee
l Sal
es O
ffice
.
17HRSSP 4th Ed. April 2007
Eq
ual
An
gle
sTa
ble
23 E
qual
Angle
s —
x-a
xis
and y
-axi
s —
Dim
ensi
ons
and P
ropert
ies
Desig
natio
nM
ass
Actu
alRa
dii
Gros
sCo
ordi
nate
Abou
t x-a
xisAb
out y
-axis
Tors
ion
D
esig
natio
npe
r
T
hick
-
—
——
——
—
A
rea
of
of C
entro
id
——
——
——
——
——
——
——
——
——
——
—
——
——
——
——
——
——
——
——
——
——
——
——
—
C
on-
Leg-
size
Nom
inal
m
etre
ness
R
oot
Toe
Cros
s-
__
____
____
_
stant
Thick
-(b
1-t)
Secti
on
nL=
n R=
y 1=
Z x1=
ness
____
__b 1
x b
1t
r 1r 2
tA g
pB
p TI x
y 4Z x
4S x
r xI y
x 3
Z y
3
x 5Z y
5
S y
r yJ
mm
m
m
mm
kg/m
mm
mm
mm
mm
2m
mm
m10
6 mm
4m
m10
3 mm
310
3 mm
3m
m10
6 mm
4m
m10
3 mm
3m
m10
3 mm
310
3 mm
3
mm
1
03m
m4
200
x 20
0 x
26 E
A76
.826
.018
.0
5.0
6.69
9780
59
.314
156
.814
140
264
376
.214
.9
73.9
20
283
.8
178
329
39.0
2250
2
00 x
200
x 2
6 EA
20 E
A60
.120
.018
.0
5.0
9.00
7660
57
.0
143
45.7
141
323
511
77.2
11
.8
72.9
16
280
.6
147
260
39.3
1060
20 E
A18
EA
54.4
18.0
18.0
5.
010
.169
30
56.2
14
441
.714
129
546
477
.6
10.8
72
.6
149
79.5
13
623
639
.4
7
7818
EA
16 E
A48
.716
.018
.0
5.0
11.5
6200
55
.4
145
37.6
141
266
417
77.9
9.
72
72.3
13
578
.4
124
212
39.6
55
416
EA
13 E
A40
.013
.018
.05.
014
.450
90
54.2
14
631
.214
122
134
478
.3
8.08
71
.9
112
76.6
10
517
639
.8
30
413
EA
150
x 15
0 x
19 E
A42
.119
.013
.0
5.0
6.89
5360
44
.2
106
17.6
106
166
265
57.2
4.
60
54.9
83
.8
62.6
73
.513
529
.3
6
57
150
x 1
50 x
19
EA16
EA
35.4
15.8
13.0
5.
08.
4945
20
43.0
10
715
.110
614
222
557
.83.
91
54.3
71
.9
60.8
64
.211
529
.4
3
8616
EA
12 E
A27
.312
.013
.0
5.0
11.5
3480
41
.5
108
11.9
106
112
175
58.4
3.
06
53.7
56
.958
.7
52.1
89.3
29
.6
1
7412
EA
10 E
A21
.99.
513
.05.
014
.827
90
40.5
10
99.
6110
690
.614
158
.7
2.48
53
.446
.4
57.3
43
.372
.0
29.8
88.
910
EA
125
x 12
5 x
16 E
A29
.115
.810
.05.
06.
9137
10
36.8
88
.2
8.43
88.4
95
.415
347
.7
2.20
45.4
48
.5
52.1
42.3
77.8
24
.4
3
13
125
x 1
25 x
16
EA12
EA
22.5
12.0
10.0
5.
09.
4228
70
35.4
89
.6
6.69
88.4
75
.712
048
.3
1.73
44
.7
38.6
50.1
34.5
60.8
24
.5
1
4112
EA
10 E
A18
.09.
510
.0
5.0
12.2
2300
34
.4
90.6
5.
4488
.4
61.6
96.5
48
.7
1.40
44
.4
31.5
48
.7
28.8
49.0
24.7
71.
910
EA
8 EA
14.9
7.8
10.0
5.
015
.019
00
33.7
91
.3
4.55
88.4
51
.580
.2
48.9
1.
17
44.2
26
.5
47.7
24
.540
.824
.8
4
0.6
8 EA
100
x 10
0 x
12 E
A17
.712
.08.
05.
07.
3322
6029
.2
70.8
3.
2970
.7
46.6
74.5
38
.2
0.85
7 35
.8
23.9
41
.3
20.8
37.9
19
.5
1
10
100
x 1
00 x
12
EA10
EA
14.2
9.5
8.0
5.0
9.53
1810
28
.2
71.8
2.
7070
.738
.260
.4
38.6
0.
695
35.4
19
.6
39.9
17.4
30.7
19
.6
5
6.2
10 E
A8
EA11
.87.
88.
05.
011
.815
00
27.5
72
.5
2.27
70.7
32
.050
.3
38.8
0.
582
35.2
16
.5
38.9
14
.925
.6
19.7
31.
78
EA6
EA9.
166.
08.
05.
015
.711
70
26.8
73
.2
1.78
70.7
25
.239
.3
39.1
0.
458
35.0
13
.137
.9
12.1
20.0
19
.8
1
4.8
6 EA
90 x
90
x 10
EA
12.7
9.5
8.0
5.0
8.47
1620
25
.764
.3
1.93
63.6
30
.448
.3
34.5
0.
500
31.9
15
.7
36.4
13
.824
.617
.6
5
0.5
90
x 90
x 1
0 EA
8 EA
10.6
7.8
8.0
5.0
10.5
1350
25
.0
65.0
1.
6363
.6
25.6
40.4
34
.8
0.41
9 31
.7
13.2
35
.4
11.8
20.5
17
.6
2
8.6
8 EA
6 EA
8.22
6.0
8.0
5.0
14.0
1050
24
.3
65.7
1.
2863
.6
20.1
31.6
35
.0
0.33
0 31
.5
10.5
34
.39.
6216
.1
17.8
13.
46
EA75
x 7
5 x
10 E
A10
.59.
58.
05.
06.
8913
4022
.0
53.0
1.
0853
.0
20.4
32.8
28
.4
0.28
2 26
.6
10.6
31
.1
9.09
16.8
14
.5
4
1.9
75
x 75
x 1
0 EA
8 EA
8.73
7.8
8.0
5.0
8.62
1110
21
.3
53.7
0.
913
53.0
17
.227
.528
.7
0.23
7 26
.48.
99
30.1
7.
8714
.0
14.6
23.
88
EA6
EA6.
816.
08.
05.
011
.586
720
.5
54.5
0.72
2 53
.0
13.6
21.6
28
.9
0.18
7 26
.2
7.15
29
.0
6.44
11.0
14
.7
1
1.2
6 EA
5 EA
5.27
4.6
8.0
5.0
15.3
672
19.9
55.1
0.56
3 53
.0
10.6
16.7
29.0
0.
147
26.1
5.62
28
.1
5.22
8.61
14.8
5.2
85
EA65
x 6
5 x
10 E
A9.
029.
56.
03.
05.
8411
50
19.6
45
.4
0.69
146
.0
15.0
24.3
24
.5
0.18
3 23
.7
7.71
27
.76.
60
12.5
12
.6
3
5.1
65 x
65
x 10
EA
8 EA
7.51
7.8
6.0
3.0
7.33
957
19.0
46
.0
0.58
9 46
.0
12.8
20.5
24
.8
0.15
4 23
.4
6.56
26
.85.
73
10.5
12
.7
2
0.0
8 EA
6 EA
5.87
6.0
6.0
3.0
9.83
748
18.3
46
.70.
471
46.0
10.2
16.2
25
.10.
122
23.1
5.
26
25.8
4.71
8.25
12
.8
9
.37
6 EA
5 EA
4.56
4.6
6.0
3.0
13.1
581
17.7
47
.3
0.37
1 46
.08.
0812
.7
25.3
0.09
59
23.0
4.
18
25.0
3.
83
6.46
12.9
4.3
65
EA55
x 5
5 x
6 EA
4.93
6.0
6.0
3.0
8.17
628
15.8
39
.2
0.27
8 38
.9
7.14
11.4
21
.0
0.07
23
19.6
3.
69
22.3
3.
24
5.82
10
.7
7
.93
55
x 5
5 x
6 EA
5 EA
3.84
4.6
6.0
3.0
11.0
489
15.2
39.8
0.
220
38.9
5.
668.
9321
.20.
0571
19
.4
2.94
21
.5
2.66
4.
57
10.8
3.7
15
EA50
x 5
0 x
8 EA
5.68
7.8
6.0
3.0
5.41
723
15.2
34
.8
0.25
3 35
.4
7.16
11.7
18
.7
0.06
75
18.1
3.73
21
.5
3.14
6.
009.
66
1
5.2
50
x 5
0 x
8 EA
6 EA
4.46
6.0
6.0
3.0
7.33
568
14.5
35
.5
0.20
5 35
.4
5.79
9.30
19
.0
0.05
3617
.83.
0120
.5
2.61
4.76
9.
71
7
.21
6 EA
5 EA
3.48
4.6
6.0
3.0
9.87
443
13.9
36
.1
0.16
3 35
.4
4.61
7.32
19.2
0.
0424
17.6
2.
40
19.7
2.
15
3.75
9.
78
3
.38
5 EA
3 EA
2.31
3.0
6.0
3.0
15.7
295
13.2
36
.8
0.11
0 35
.4
3.11
4.90
19
.3
0.02
89
17.6
1.
65
18.7
1.
55
2.53
9.
90
1
.01
3 EA
45 x
45
x 6
EA3.
976.
05.
03.
06.
5050
613
.3
31.7
0.
146
31.8
4.
597.
41
17.0
0.
0383
16
.0
2.39
18
.8
2.04
3.
79
8.71
6.3
245
x 4
5 x
6 EA
5 EA
3.10
4.6
5.0
3.0
8.78
394
12.7
32.3
0.11
731
.8
3.66
5.84
17
.2
0.03
03
15.8
1.
91
18.0
1.
68
2.99
8.76
2.9
65
EA3
EA2.
063.
05.
03.
014
.026
312
.033
.0
0.07
9031
.8
2.48
3.92
17
.3
0.02
0615
.7
1.31
17
.01.
212.
028.
85
0.8
753
EA40
x 4
0 x
6 EA
3.50
6.0
5.0
3.0
5.67
446
12.0
28
.0
0.09
97
28.3
3.
535.
75
15.0
0.02
6514
.3
1.86
17
.0
1.55
2.
95
7.71
5.6
0
40 x
40
x 6
EA5
EA2.
734.
65.
03.
07.
7034
811
.5
28.5
0.
0801
28
.3
2.83
4.55
15
.2
0.02
09
14.0
1.
49
16.2
1.
29
2.33
7.
75
2
.63
5 EA
3 EA
1.83
3.0
5.0
3.0
12.3
233
10.8
29
.20.
0545
28
.3
1.93
3.06
15.3
0.
0142
13
.9
1.02
15
.3
0.93
01.
58
7.82
0
.785
3 EA
30 x
30
x 6
EA2.
566.
05.
03.
04.
0032
69.
53
20.5
0.
0387
21.2
1.
833.
06
10.9
0.
0107
10
.7
0.99
3 13
.5
0.79
01.
595.
72
4
.16
30
x 3
0 x
6 EA
5 EA
2.01
4.6
5.0
3.0
5.52
256
8.99
21.0
0.
0316
21
.2
1.49
2.45
11
.1
0.00
839
10.5
0.
799
12.7
0.66
0 1.
26
5.72
1.9
8 5
EA3
EA1.
353.
05.
03.
09.
0017
38.
30
21.7
0.
0218
21
.2
1.03
1.
67
11.2
0.00
573
10.3
0.55
4 11
.7
0.48
8 0.
862
5.76
0
.605
3 EA
25 x
25
x 6
EA2.
086.
05.
03.
03.
1726
68.
28
16.7
0.02
10
17.7
1.
192.
03
8.89
0.
0060
0 8.
97
0.66
9 11
.7
0.51
3 1.
07
4.75
3.4
425
x 2
5 x
6 EA
5 EA
1.65
4.6
5.0
3.0
4.43
210
7.75
17.3
0.
0173
17
.70.
980
1.65
9.
07
0.00
469
8.73
0.
537
11.0
0.
428
0.84
9 4.
72
1
.66
5 EA
3 EA
1.12
3.0
5.0
3.0
7.33
14
3 7.
0717
.9
0.01
2117
.7
0.68
5 1.
13
9.22
0.
0031
98.
56
0.37
3 9.
99
0.31
90.
583
4.73
0
.515
3 EA
18 HRSSP 4th Ed. April 2007
Eq
ual
An
gle
sTa
ble
24 E
qual
Angle
s —
x-a
xis
and y
-axi
s —
Pro
pert
ies
for
Ass
ess
ing S
ecti
on C
apacit
y
Desig
natio
nYi
eld S
tress
Form
Abou
t x-a
xisAb
out y
-axis
Yield
Stre
ssFo
rmAb
out x
-axis
Abou
t y-a
xisDe
signa
tion
Facto
r—
——
——
——
——
—Fa
ctor
——
——
——
——
—Lo
ad A
or C
Load
BLo
ad D
Load
A o
r CLo
ad B
Load
Df y
k fZ e
xZ e
y
Z e
yf y
kf
Z ex
Zey
Z ey
mm
m
m
mm
MPa
103 m
m3
103 m
m3
103 m
m3
MPa
103 m
m3
103 m
m3
103 m
m3
300P
LUS*
AS/N
ZS 3
679.
1-35
020
0 x
200
x 26
EA
280
1.00
602
267
267
340
1.00
602
267
267
200
x 20
0 x
26 E
A20
EA
280
1.00
479
218
220
340
1.00
469
214
220
20 E
A18
EA
280
1.00
427
196
204
340
1.00
417
192
204
18 E
A16
EA
300
1.00
369
172
186
340
1.00
362
169
186
16 E
A13
EA
300
1.00
285
136
158
340
0.95
627
813
215
813
EA
150
x 15
0 x
19 E
A28
01.
0024
811
011
034
01.
0024
811
011
015
0 x
150
x 19
EA
16 E
A30
01.
0021
295
.796
.334
01.
0020
994
.596
.316
EA
12 E
A30
01.
0015
572
.378
.134
01.
0015
270
.978
.112
EA
10 E
A32
00.
958
114
54.5
64.9
360
0.90
611
153
.164
.910
EA
125
x 12
5 x
16 E
A30
01.
0014
363
.463
.434
01.
0014
363
.463
.412
5 x
125
x 16
EA
12 E
A30
01.
0011
050
.351
.734
01.
0010
949
.651
.712
EA
10 E
A32
01.
0083
.238
.943
.136
01.
0081
.638
.143
.110
EA
8 EA
320
0.94
364
.330
.736
.836
00.
892
62.7
29.9
36.8
8 EA
100
x 10
0 x
12 E
A 30
01.
0069
.931
.131
.134
01.
0069
.931
.131
.110
0 x
100
x 12
EA
10 E
A 32
01.
0055
.125
.226
.136
01.
0054
.424
.826
.110
EA
8 EA
32
01.
0043
.720
.422
.436
01.
0042
.920
.022
.48
EA
6 EA
32
00.
906
30.9
14.8
18.1
360
0.85
630
.014
.418
.16
EA90
x 9
0 x
10 E
A 32
01.
0045
.020
.420
.636
01.
0044
.520
.120
.690
x 9
0 x
10 E
A8
EA
320
1.00
36.0
16.7
17.8
360
1.00
35.4
16.4
17.8
8 EA
6 EA
32
01.
0025
.912
.414
.436
00.
954
25.3
12.1
14.4
6 EA
75 x
75
x 10
EA
320
1.00
30.5
13.6
13.6
360
1.00
30.5
13.6
13.6
75 x
75
x 10
EA
8 EA
32
01.
0025
.411
.611
.836
01.
0025
.111
.511
.88
EA6
EA
320
1.00
18.7
8.85
9.66
360
1.00
18.4
8.70
9.66
6 EA
5 EA
32
00.
927
13.2
6.47
7.82
360
0.87
612
.86.
307.
825
EA
65 x
65
x 10
EA
320
1.00
22.5
9.90
9.90
360
1.00
22.5
9.90
9.90
65 x
65
x 10
EA
8 EA
32
01.
0019
.28.
598.
5936
01.
0019
.28.
598.
598
EA
6 EA
32
01.
0014
.76.
767.
0736
01.
0014
.56.
667.
076
EA
5 EA
32
01.
0010
.65.
055.
7536
01.
0010
.44.
945.
755
EA
55 x
55
x 6
EA
320
1.00
10.7
4.84
4.86
360
1.00
10.5
4.78
4.86
55 x
55
x 6
EA5
EA
320
1.00
7.88
3.70
3.98
360
1.00
7.75
3.64
3.98
5 EA
50 x
50
x 8
EA
320
1.00
10.7
4.71
4.71
360
1.00
10.7
4.71
4.71
50 x
50
x 8
EA6
EA
320
1.00
8.69
3.92
3.92
360
1.00
8.69
3.92
3.92
6 EA
5 EA
32
01.
006.
603.
083.
2236
01.
006.
503.
033.
225
EA
3 EA
32
00.
907
3.82
1.90
2.32
360
0.85
83.
711.
852.
323
EA
45 x
45
x 6
EA32
01.
006.
883.
063.
0636
01.
006.
883.
063.
0645
x 4
5 x
6 EA
5 EA
32
01.
005.
392.
472.
5236
01.
005.
322.
442.
525
EA3
EA
320
1.00
3.19
1.55
1.81
360
0.95
43.
121.
521.
813
EA40
x 4
0 x
6 EA
32
01.
005.
292.
332.
3336
01.
005.
292.
332.
3340
x 4
0 x
6 EA
5 EA
32
01.
004.
251.
931.
9336
01.
004.
221.
921.
935
EA3
EA
320
1.00
2.59
1.25
1.40
360
1.00
2.54
1.23
1.40
3 EA
30 x
30
x 6
EA
320
1.00
2.74
1.19
1.19
360
1.00
2.74
1.19
1.19
30 x
30
x 6
EA5
EA
320
1.00
2.23
0.99
00.
990
360
1.00
2.23
0.99
00.
990
5 EA
3
EA
320
1.00
1.50
0.71
40.
732
360
1.00
1.48
0.70
50.
732
3 EA
25 x
25
x 6
EA
320
1.00
1.78
0.76
90.
769
360
1.00
1.78
0.76
90.
769
25 x
25
x 6
EA5
EA
320
1.00
1.47
0.64
20.
642
360
1.00
1.47
0.64
20.
642
5 EA
3 EA
32
01.
001.
030.
479
0.47
936
01.
001.
030.
479
0.47
93
EA
*300
PLUS
repl
aced
Gra
de 2
50 a
s th
e ba
se g
rade
for 1
25x1
25x8
equ
al a
ngle
s an
d la
rger
in 1
994.
300P
LUS
repl
aced
Gra
de 2
50 a
s th
e ba
se g
rade
for 1
00x1
00x1
2 eq
ual a
ngle
s an
d sm
alle
r in
1997
. 30
0PLU
S ho
t rol
led
sect
ions
are
pro
duce
d to
exc
eed
the
min
imum
requ
irem
ents
of A
S/NZ
S 36
79.1
-300
.
Note
s1.
For
300
PLUS
sec
tions
the
tens
ile s
treng
th (f
u) is
440
MPa
.2.
For
Gra
de 3
50 s
ectio
ns th
e te
nsile
stre
ngth
(fu)
is 4
80 M
Pa.
19HRSSP 4th Ed. April 2007
Eq
ual
An
gle
sTa
ble
25 E
qual
Angle
s —
n-a
xis
and p
-axi
s —
Pro
pert
ies
Desig
natio
nAb
out n
-axis
and
p-a
xisPr
oduc
t of 2
nd
Des
igna
tion
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
—
Mom
ent o
f Are
a I n
=Ip
n L=p
BZ n
B=Z p
Ln R
=pT
Z nT=
Z pR
S n=S
pr n
=rp
I np
mm
m
m
mm
106 m
m4
mm
103 m
m3
mm
103 m
m3
103 m
m3
mm
106 m
m4
200
x 20
0 x
26 E
A35
.859
.360
514
125
546
060
.5-2
0.9
200
x 20
0 x
26 E
A20
EA
28.8
57.0
505
143
201
363
61.3
-16.
920
EA
18 E
A26
.356
.246
714
418
333
061
.5-1
5.5
18 E
A16
EA
23.7
55.4
427
145
164
296
61.8
-14.
016
EA
13 E
A19
.754
.236
314
613
524
362
.2-1
1.6
13 E
A15
0 x
150
x 19
EA
11.1
44.2
250
106
105
189
45.4
-6.4
815
0 x
150
x 19
EA
16 E
A9.
4843
.022
010
788
.716
045
.8-5
.58
16 E
A12
EA
7.46
41.5
180
108
68.8
124
46.3
-4.4
012
EA
10 E
A6.
0440
.514
910
955
.299
.946
.6-3
.56
10 E
A12
5 x
125
x 16
EA
5.32
36.8
144
88.2
60.3
109
37.9
-3.1
112
5 x
125
x 16
EA
12 E
A4.
2135
.411
989
.647
.085
.038
.3-2
.48
12 E
A10
EA
3.42
34.4
99.4
90.6
37.8
68.4
38.6
-2.0
210
EA
8 EA
2.86
33.7
84.9
91.3
31.3
56.8
38.8
-1.6
98
EA10
0 x
100
x 12
EA
2.08
29.2
71.1
70.8
29.3
53.2
30.3
-1.2
210
0 x
100
x 12
EA
10 E
A1.
7028
.260
.171
.823
.642
.930
.6-1
.00
10 E
A8
EA1.
4227
.551
.772
.519
.635
.730
.8-0
.842
8 EA
6 EA
1.12
26.8
41.8
73.2
15.3
27.8
31.0
-0.6
616
EA90
x 9
0 x
10 E
A1.
2225
.747
.364
.318
.934
.427
.4-0
.716
90 x
90
x 10
EA
8 EA
1.02
25.0
40.9
65.0
15.7
28.7
27.6
-0.6
048
EA6
EA0.
805
24.3
33.2
65.7
12.3
22.4
27.7
-0.4
756
EA75
x 7
5 x
10 E
A0.
681
22.0
31.0
53.0
12.8
23.4
22.6
-0.3
9975
x 7
5 x
10 E
A8
EA0.
575
21.3
27.0
53.7
10.7
19.6
22.7
-0.3
388
EA6
EA0.
455
20.5
22.1
54.5
8.35
15.3
22.9
-0.2
686
EA5
EA0.
355
19.9
17.9
55.1
6.44
11.8
23.0
-0.2
085
EA65
x 6
5 x
10 E
A0.
437
19.6
22.3
45.4
9.62
17.4
19.5
-0.2
5465
x 6
5 x
10 E
A8
EA0.
371
19.0
19.6
46.0
8.07
14.6
19.7
-0.2
188
EA6
EA0.
296
18.3
16.2
46.7
6.34
11.5
19.9
-0.1
756
EA5
EA0.
234
17.7
13.2
47.3
4.94
8.97
20.1
-0.1
385
EA55
x 5
5 x
6 EA
0.17
515
.811
.139
.24.
468.
1116
.7-0
.103
55 x
55
x 6
EA5
EA0.
139
15.2
9.12
39.8
3.48
6.34
16.8
-0.0
814
5 EA
50 x
50
x 8
EA0.
160
15.2
10.5
34.8
4.61
8.38
14.9
-0.0
928
50 x
50
x 8
EA6
EA0.
129
14.5
8.90
35.5
3.64
6.63
15.1
-0.0
756
6 EA
5 EA
0.10
313
.97.
3636
.12.
855.
1915
.2-0
.060
25
EA3
EA0.
0694
13
.25.
2536
.81.
893.
4615
.3-0
.040
53
EA45
x 4
5 x
6 EA
0.09
2213
.36.
9331
.72.
915.
3013
.5-0
.053
845
x 4
5 x
6 EA
5
EA0.
0734
12.7
5.76
32.3
2.28
4.16
13.6
-0.0
432
5 EA
3 EA
0.04
9812
.04.
1433
.01.
512.
7713
.8-0
.029
23
EA40
x 4
0 x
6 EA
0.06
3112
.05.
2428
.02.
264.
1211
.9-0
.036
640
x 4
0 x
6 EA
5 EA
0.05
0511
.54.
3928
.51.
773.
2412
.0-0
.029
65
EA3
EA0.
0344
10.8
3.19
29.2
1.18
2.17
12.2
-0.0
201
3 EA
30 x
30
x 6
EA0.
0247
9.53
2.59
20.5
1.21
2.22
8.71
-0.0
140
30 x
30
x 6
EA5
EA0.
0200
8.99
2.22
21.0
0.95
11.
768.
83-0
.011
65
EA3
EA0.
0138
8.30
1.66
21.7
0.63
51.
188.
93-0
.008
043
EA25
x 2
5 x
6 EA
0.01
358.
281.
6316
.70.
807
1.49
7.13
-0.0
0750
25 x
25
x 6
EA5
EA0.
0110
7.75
1.42
17.3
0.63
81.
197.
23-0
.006
325
EA3
EA0.
0076
5 7.
071.
0817
.90.
426
0.80
27.
33-0
.004
463
EA
20 HRSSP 4th Ed. April 2007
Un
eq
ual
An
gle
s
Table
26 U
nequal
Angle
s —
x-a
xis
and y
-axi
s —
Dim
ensi
ons
and P
ropert
ies
Desig
natio
nM
ass
Actu
alRa
dii
Gros
sCo
ordi
-Ab
out x
-axis
Abou
t y-a
xisTo
rsio
n
Tan
D
esig
natio
npe
rTh
ick-
—
——
Area
of
n
ate o
f —
——
——
——
——
——
——
——
——
——
——
——
—
——
——
——
——
——
——
——
——
——
——
——
——
Co
n-
Alp
haLe
g-siz
eNo
rmal
mne
ssRo
ot
Toe
(b 1
-t) (
b 2-t)
C
ross
Cen
troid
stant
Thick
-—
——
—Se
ction
–——
—–
b 1x
b2
ness
tr 1
r 2t
tA g
p B
n L
l xy 1
Z x1
y 4Z x
4y 5
Z x5
S xr x
l y
x 2
Z
y2
x
3
Z
y3
x 5
Zy5
S y
r y
J
mm
m
m
mm
kg/m
mm
mm
mm
mm
2m
mm
m10
6 mm
4m
m10
3 mm
3m
m 1
03m
m3
mm
103 m
m3
103 m
m3
mm
10
6 mm
4 m
m
103 m
m3
mm
10
3 mm
3m
m 1
03m
m3
103 m
m3
mm
103
mm
4
150
x 10
0 x
12 U
A22
.512
.010
.05.
011
.57.
3328
7049
.124
.37.
5110
273
.575
.399
.735
.221
312
751
.21.
35
27.
648
.8
52.
925
.5
42.0
3
2.1
51.7
2
1.7
14
1 0.
438
150
x 10
0 x
12 U
A 10
UA
18.0
9.5
10.0
5.0
14.8
9.53
2300
48.1
23.3
6.11
103
59.5
74.9
81.5
34.6
177
102
51.6
1.0
9
26.
940
.7
53.
020
.6
40.7
2
6.9
41.8
2
1.8
71
.90.
441
10 U
A
150
x 90
x 1
6 UA
27.9
15.8
10.0
5.0
8.49
4.70
3550
52.5
22.7
8.80
99.5
88.4
71.9
122
41.9
210
154
49.8
1.32
2
4.6
53.8
49
.926
.5
38.9
3
4.0
55.9
1
9.3
30
00.
353
150
x 90
x 1
6 UA
12 U
A21
.612
.010
.05.
011
.56.
5027
5051
.021
.26.
9710
069
.471
.397
.840
.817
112
050
.41.
04
23.
444
.5
50.1
20.8
37
.2
28.
043
.8
19.
5
136
0.36
012
UA
10 U
A17
.39.
510
.05.
014
.88.
4722
0050
.020
.25.
6610
156
.170
.780
.140
.114
196
.650
.7
0.
847
2
2.6
37.4
50
.416
.8
36.
1
23.5
35.4
1
9.6
69
.00.
363
10 U
A8
UA14
.37.
810
.05.
018
.210
.518
2049
.219
.64.
7310
146
.770
.367
.339
.512
080
.151
.00.
710
2
2.1
32.2
50
.614
.0
35.2
2
0.2
29.5
1
9.7
39
.00.
364
8 UA
125
x 75
x 1
2 UA
17.7
12.0
8.0
5.0
9.42
5.25
2260
43.3
18.4
3.91
83.2
47.0
59.7
65.5
34.6
113
81.4
41.6
0.58
5
19.
929
.3
41.4
14.1
31
.9
18.
429
.7
16.1
11
00.
356
125
x 7
5 x
12 U
A10
UA
14.2
9.5
8.0
5.0
12.2
6.89
1810
42.3
17.5
3.20
83.8
38.2
59.3
53.9
33.9
94.4
65.8
42.0
0.47
6
19.2
24.9
41
.611
.4
30.7
1
5.5
24.1
1
6.2
56
.20.
360
10 U
A
8 UA
11.8
7.8
8.0
5.0
15.0
8.62
1500
41.5
16.8
2.68
84.2
31.8
58.9
45.5
33.3
80.4
54.6
42.2
0.39
9
18.
621
.5
41.8
9.55
29
.9
13.
320
.1
16.
3
31.7
0.36
38
UA6
UA9.
166.
08.
05.
019
.811
.511
7040
.716
.02.
1084
.724
.858
.536
.032
.864
.142
.442
.50.
315
1
8.0
17.5
42
.17.
4729
.0
10.
815
.7
16.
4 14
.80.
364
6 UA
100
x 75
x 1
0 UA
12.4
9.5
8.0
5.0
9.53
6.89
1580
31.8
19.4
1.89
69.2
27.3
54.5
34.6
18.6
101
46.5
34.6
0.40
1
22.
318
.0
36.
411
.032
.2
12.5
21.
2
16.0
49
.10.
546
100
x 7
5 x
10 U
A8
UA10
.37.
88.
05.
011
.88.
6213
1031
.118
.71.
5969
.422
.954
.329
.218
.287
.038
.734
.8
0.
337
21
.815
.4
36.
4
9.26
3
1.3
10
.7
17
.8
16.0
27
.80.
549
8 U
A6
UA7.
986.
08.
05.
015
.711
.510
2030
.317
.91.
2569
.717
.954
.023
.117
.970
.030
.135
.1
0.
265
21
.412
.4
36.
57.
27
30.3
8
.75
13.9
1
6.2
13
.00.
551
6 UA
75 x
50
x 8
UA7.
237.
87.
03.
08.
625.
4192
125
.212
.80.
586
50.8
11.5
37.8
15.5
18.0
32.5
20.0
25.2
0.10
6
14.
27.
46
26.4
4.01
21
.7
4.88
8.1
9
10.7
1
9.5
0.43
075
x 5
0 x
8 UA
6 UA
5.66
6.0
7.0
3.0
11.5
7.33
721
24.4
12.1
0.46
851
.29.
1537
.512
.517
.626
.715
.825
.5
0.0
842
1
3.6
6.17
26.5
3.18
20.8
4
.04
6.48
10
.8
9.2
10.
435
6 UA
5 UA
4.40
4.6
7.0
3.0
15.3
9.87
560
23.8
11.5
0.37
051
.57.
1737
.29.
9317
.221
.512
.325
.70.
0666
1
3.2
5.03
26.6
2.50
20
.1
3.32
5.09
10
.94.
320.
437
5 UA
65 x
50
x 8
UA6.
597.
86.
03.
07.
335.
4184
021
.113
.60.
421
44.9
9.37
36.3
11.6
11.6
36.4
16.1
22.4
0.09
36
15.
66.
00
23.
93.
91
22.3
4.
207.
49
10.6
17
.60.
570
65 x
50
x 8
UA6
UA5.
166.
06.
03.
09.
837.
3365
820
.412
.90.
338
45.2
7.48
36.1
9.35
11.2
30.2
12.7
22.7
0.07
43
15.
14.
91
23.
93.
11
21.4
3
.48
5.93
10
.6
8.29
0.57
56
UA5
UA4.
024.
66.
03.
013
.19.
8751
219
.812
.40.
267
45.4
5.89
35.9
7.43
10.9
24.5
9.92
22.8
0.05
87
14.
8 3.
97
23.
92.
46
20.6
2.
854.
66
10.
7
3.87
0.57
75
UA
21HRSSP 4th Ed. April 2007
Un
eq
ual
An
gle
s
Table
27 U
nequal
Angle
s —
x-a
xis
and y
-axi
s —
Pro
pert
ies
for
Ass
ess
ing S
ecti
on C
apacit
y
Desig
natio
n
Yield
Form
Abo
ut x
-axis
Abou
t y-a
xisYi
eldFo
rm
A
bout
x-a
xisAb
out y
-axis
Desig
natio
nSt
ress
F
acto
r
–—
——
——
——
–
––
——
——
——
—–
St
ress
Fac
tor
–——
——
——
—––
–——
——
——
—––
–Lo
ad A
Load
C
Load
B
Load
DLo
ad A
Load
C
L
oad
B
Load
Df y
k fZ e
xZ e
x
Z ey
Z ey
f y
k f
Z ex
Z ex
Z ey
Z ey
mm
m
m
mm
MPa
103 m
m3
103 m
m3
103 m
m3
103 m
m3
MPa
103 m
m3
103 m
m3
103 m
m3
103
mm
3
300P
LUS*
AS/N
ZS 3
679.
1-35
015
0 x
100
x 12
UA
300
1.00
102
110
35.3
38.2
340
1.00
100
110
34.7
38.2
150
x 10
0 x
12 U
A10
UA
320
0.97
574
.881
.726
.030
.936
00.
943
73.0
78.9
25.3
30.9
10 U
A
150
x 90
x 1
6 UA
300
1.00
132
133
39.5
39.8
340
1.00
130
133
39.0
39.8
150
x 90
x 1
6 UA
12 U
A30
01.
0096
.310
428
.831
.134
01.
0094
.610
428
.331
.112
UA
10 U
A32
00.
973
70.6
81.8
21.2
25.2
360
0.94
068
.879
.520
.625
.210
UA
8 UA
320
0.86
353
.160
.315
.921
.036
00.
836
51.2
57.9
15.4
21.0
8 UA
125x
75
x 12
UA
300
1.00
68.6
70.5
20.6
21.2
340
1.00
67.6
70.5
20.3
21.2
125x
75
x 12
UA
10 U
A32
01.
0051
.657
.215
.517
.236
01.
0050
.657
.215
.217
.210
UA
8 UA
320
0.96
439
.846
.011
.914
.336
00.
931
38.8
44.7
11.6
14.3
8 UA
6 UA
320
0.82
426
.830
.18.
0711
.236
00.
799
25.8
28.7
7.75
11.2
6 UA
100
x 75
x 1
0 UA
320
1.00
39.4
40.9
15.9
16.6
360
1.00
38.8
40.9
15.7
16.6
100
x 75
x 1
0 UA
8 UA
320
1.00
31.2
33.1
12.6
13.9
360
1.00
30.6
32.1
12.4
13.9
8 UA
6 UA
320
0.94
622
.021
.88.
9310
.936
00.
917
21.4
20.7
8.68
10.9
6 UA
75 x
50
x 8
UA32
01.
0017
.017
.35.
936.
0236
01.
0016
.817
.35.
856.
0275
x 5
0 x
8 UA
6 UA
320
1.00
12.6
13.7
4.37
4.77
360
1.00
12.4
13.7
4.30
4.77
6 UA
5 UA
320
0.95
68.
899.
653.
103.
7536
00.
926
8.66
9.30
3.02
3.75
5 UA
65 x
50
x 8
UA32
01.
0014
.114
.15.
865.
8636
01.
0014
.114
.15.
865.
8665
x 5
0 x
8 UA
6 UA
320
1.00
10.7
11.2
4.46
4.67
360
1.00
10.6
11.2
4.40
4.67
6 UA
5 UA
320
1.00
7.76
7.92
3.23
3.68
360
1.00
7.59
7.64
3.17
3.68
5 UA
* 30
0PLU
S re
plac
ed G
rade
250
as
the
base
gra
de fo
r 150
x90x
8 un
equa
l ang
les
and
larg
er in
199
4.30
0PLU
S re
plac
ed G
rade
250
as
the
base
gra
de fo
r 125
x75x
12 u
nequ
al a
ngle
s an
d sm
alle
r in
1997
.30
0PLU
S ho
t rol
led
sect
ions
are
pro
duce
d to
exc
eed
the
min
imum
requ
irem
ents
of A
S/NZ
S 36
79.1
-300
.No
tes
1.Fo
r 300
PLUS
sec
tions
the
tens
ile s
treng
th (f
u) is
440
MPa
.2.
For G
rade
350
sec
tions
the
tens
ile s
treng
th (f
u) is
480
MPa
.
22 HRSSP 4th Ed. April 2007
Un
eq
ual
An
gle
s
Table
28 U
nequal
Angle
s —
n-a
xis
and p
-axi
s —
Pro
pert
ies
Desig
natio
n
Abo
ut n
-axis
Abou
t p-a
xisPr
oduc
t of 2
nd
Des
igna
tion
–——
——
——
——
——
——
——
——
——
——
——
——
——
——
——
–––
——
——
——
——
——
——
——
——
——
——
——
——
——
—M
omen
t of A
rea
l n
p B
Z nB
p TZ n
TS n
r nl p
n LZ p
L
nR
Z p
R
S p
r p
l np
mm
m
m
mm
106 m
m4
mm
103 m
m3
mm
103 m
m3
103 m
m3
mm
106 m
m4
mm
103
mm
3m
m
1
03m
m3
103
mm
3
mm
106
mm
4
150
x 10
0 x
12 U
A6.
5249
.113
310
164
.611
747
.72.
3424
.396
.275
.730
.956
.028
.6-2
.27
150
x 10
0 x
12 U
A10
UA
5.29
48.1
110
102
51.9
94.0
48.0
1.91
23.3
81.9
76.7
24.9
44.7
28.8
-1.8
510
UA
150
x 90
x 1
6 UA
7.97
52.5
152
97.5
81.7
145
47.4
2.15
22.7
94.9
67.3
32.0
59.5
24.6
-2.3
515
0 x
90 x
16
UA12
UA
6.29
51.0
123
99.0
63.5
114
47.8
1.72
21.2
81.0
68.8
25.0
45.7
25.0
-1.8
912
UA
10 U
A5.
1050
.010
210
051
.091
.548
.21.
4120
.269
.569
.820
.236
.525
.3-1
.54
10 U
A8
UA4.
2649
.286
.610
142
.376
.048
.41.
1819
.660
.470
.416
.830
.125
.5-1
.29
8 UA
125
x 75
x 1
2 UA
3.54
43.3
81.8
81.7
43.3
77.3
39.6
0.95
818
.452
.056
.616
.931
.420
.6-1
.05
125
x 75
x 1
2 UA
10 U
A2.
8842
.368
.282
.734
.962
.539
.90.
789
17.5
45.2
57.5
13.7
25.1
20.9
-0.8
6710
UA
8 UA
2.41
41.5
58.1
83.5
28.9
52.0
40.1
0.66
416
.839
.658
.211
.420
.721
.0-0
.731
8 UA
6 UA
1.89
40.7
46.5
84.3
22.5
40.6
40.3
0.52
416
.032
.759
.08.
8916
.021
.2-0
.575
6 UA
100
x 75
x10
UA
1.55
31.8
48.6
68.2
22.6
41.3
31.3
0.74
319
.438
.355
.613
.424
.321
.7-0
.625
100
x 75
x 1
0 UA
8 UA
1.30
31.1
41.8
68.9
18.8
34.4
31.5
0.62
618
.733
.556
.311
.120
.221
.9-0
.528
8 UA
6 UA
1.02
30.3
33.7
69.7
14.6
26.9
31.7
0.49
417
.927
.557
.18.
6715
.722
.0-0
.416
6 UA
75 x
50
x 8
UA0.
511
25.2
20.3
49.8
10.3
18.5
23.6
0.18
112
.814
.137
.24.
868.
9614
.0-0
.174
75 x
50
x 8
UA6
UA0.
407
24.4
16.7
50.6
8.05
14.6
23.8
0.14
512
.112
.037
.93.
846.
9814
.2-0
.140
6 UA
5 UA
0.32
123
.813
.551
.26.
2711
.423
.90.
115
11.5
10.0
38.5
3.00
5.41
14.3
-0.1
115
UA
65 x
50
x 8
UA0.
341
21.1
16.2
43.9
7.75
14.1
20.1
0.17
413
.612
.736
.44.
788.
7414
.4-0
.141
65 x
50
x 8
UA6
UA0.
272
20.4
13.4
44.6
6.10
11.1
20.3
0.14
012
.910
.837
.13.
776.
8514
.6-0
.114
6 UA
5 UA
0.21
519
.810
.945
.24.
758.
7020
.50.
111
12.4
8.96
37.6
2.95
5.32
14.7
-0.0
903
5 UA
23HRSSP 4th Ed. April 2007
S T A N D A R D S P E C I F I C A T I O N S
Structural Steel SectionsStructural Steel — Welded Sections — Standard: AS/NZS 3679.2:1996
Table 29 Chemical Composition — Welded Sections Base Plate
Cast or Product Analysis, PercentGrade C Si Mn P S Cr Ni Cu Mo Al Ti Micro-alloying CE
(1) (2) (2) (2) (2) (3) Elements (4)AS/NZS 3678 Max. Max. Max. Max. Max. Max. Max. Max. Max. Max. Max. Max. Max.
300 & 300 L15 0.22 0.55 1.70 0.040 0.030 0.30 0.50 0.40 0.10 0.100 0.040 (see Note 5) 0.44400 & 400L15 0.22 0.55 1.70 0.040 0.030 0.30 0.50 0.40 0.35 0.100 0.040 (see Note 6) 0.48
* = No specified limit.
Notes1. The use of sulphide modification steelmaking techniques for listed grades is permitted.2. Cr + Ni + Cu + Mo = 1.00% maximum apply.3. Limits specified are for both acid soluble and total aluminium.4. Carbon equivalent (CE) is calculated from the equation based on actual cast or product analysis:
CE = C + Mn + Cr + Mo + V + Ni + Cu6 5 15
5. Niobium plus vanadium: 0.030% maximum.6. Vanadium: 0.10% maximum. Niobium plus vanadium plus titanium: 0.15% maximum.
Table 30 Tensile Properties — Welded Sections Base Plate
Property Grade - AS/NZS 3678300, 300L15 400, 400L15
Minimum Yield Strength — MPa for thickness of:> 8 ≤ 12 310 400> 12 ≤ 20 300 380> 20 ≤ 50 280 360
Minimum Tensile Strength — MPa 430 480Minimum Elongation % of Gauge Length of 5.65√So 21 18
Note1. So is the cross-sectional area of the test piece before testing.
Table 31 Charpy V-Notch Impact Test Requirements — Welded Sections Base Plate
Grade Test Minimum Absorbed Energy, JTemperature Size of Test Piece
AS/NZS 3678 10 mm x 10 mm 10 mm x 7.5 mm 10 mm x 5 mm°C Average of Individual Average of Individual Average of Individual
3 Tests Test 3 Tests Test 3 Tests Test300L15 -15 27 20 22 16 18 13400L15 -15 27 20 22 16 18 13
24 HRSSP 4th Ed. April 2007
Structural Steel — Hot Rolled Bars and Sections — Standard: AS/NZ 3679.1:1996
Table 32 Chemical Composition — Bars and Sections
Grade Cast analysis (max.) (See Notes 2 and 3) (see Note 1) %
C Si Mn P S Micro-alloying CE elements (see Note 5)
(see Note 4)
300PLUS®, 300PLUSL0 0.25 0.50 1.60 0.040 0.040 (see Note 6) 0.44350, 350L0 0.22 0.50 1.60 0.040 0.040 (see Note 7) 0.45
Notes1. The use of sulfide modification steel making techniques for these grades is
permitted. 2. Grain refining elements, ie aluminium and titanium, may be added, provided that
the total content does not exceed 0.15%. Limits are for total or soluble aluminium.3. The following elements may be present to the limits stated, subject to a maximum
total of 1.00%:(a) Copper 0.50%(b) Nickel 0.50%(c) Chromium 0.30%(d) Molybdenum 0.10%
4. For grade 300PLUS, the following are not considered as micro-alloying elements:(a) Titanium 0.040% maximum(b) Niobium 0.020% maximum(c) Vanadium 0.030% maximum(d) Niobium plus vanadium 0.030% maximum
5. Carbon equivalent (CE) is calculated from the following equation:CE = C + Mn + Cr + Mo + V + Ni + Cu
6 5 156. Micro-alloying elements are not permitted in grade 300 except for thicknessess
greater than or equal to 15mm, where the following apply:(a) the maximum combined micro-alloying element content is 0.15%(b) where micro-alloying elements are used, the percentage of each element is to
be shown on the certificates.7. For grade 350, micro-alloying elements niobium, vanadium and titanium may be
added, provided that their total combined content does not exceed 0.15%.
Table 33 Tensile Properties — Flat Bars and Sections
Grade Minimum yield stress, MPa Minimum tensile Minimum elongation strength on a gauge length of
Thickness, mm (see Note 1) 5.65 √So (see Note 2)
<11 ≥11 to ≤17 >17 to <40 ≥40 MPa %300PLUS®, 300PLUSL0 320 300 280 280 440 22350 360 340 340 330 480 20
Table 34 Tensile Properties — Round, Hexagonal and Square Bars
Grade Minimum yield stress, MPa Minimum tensile Minimum elongation strength on a gauge length of
Thickness, mm 5.65 √So≤50 >50 to <100 ≥100 MPa %
300PLUS® 300 290 280 440 22350 340 330 320 480 20
Notes (apply to tables 33 and 34)1. For a section, the term ‘thickness’ refers to the nominal thickness of the part from which the sample is taken.2. So is the cross-sectional area of the test piece before testing.3. For precise details of properties reference should be made to the latest edition of AS/NZS 3679.1:1996 or the latest OneSteel specification.4. 300PLUS® steel is produced to exceed the latest requirements for grade 300 in AS/NZS 3679.1.
S T A N D A R D S P E C I F I C A T I O N S
Table 35 Charpy V-Notch Impact Test Requirements — Bars and Sections
Grade Test Temperature Minimum Absorbed Energy, J Size of Test Piece 10 mm x 10 mm 10 mm x 7.5 mm 10 mm x 5 mm
°C Average of Individual Average of Individual Average of Individual3 Tests Test 3 Tests Test 3 Tests Test
300PLUSL0, 350L0 0 27 20 22 16 18 13
Notes: This does not cover impact tested grades for thickness less than 8 mm.
25HRSSP 4th Ed. April 2007
Merchant Bar Sections
Table 36 Chemical Composition — For OneSteel Merchant Bar Sections — Regular Grades — AS 1442
Steel Type Grade C Si Mn P SMin. Max. Min. Max. Min. Max. Min. Max. Min. Max.
Carbon and Carbon U1008 * 0.10 * 0.35 0.25 0.50 * 0.040 * 0.040Manganese Steels U1010 0.08 0.13 * 0.35 0.30 0.60 * 0.040 * 0.040
1016 0.13 0.18 0.10 0.35 0.60 0.90 * 0.040 * 0.040U1021 0.18 0.23 * 0.35 0.60 0.90 * 0.040 * 0.0401022 0.18 0.23 0.10 0.35 0.70 1.00 * 0.040 * 0.0401030 0.28 0.34 0.10 0.35 0.60 0.90 * 0.040 * 0.040
X1038 0.35 0.42 0.10 0.35 0.70 1.00 * 0.040 * 0.0401040 0.37 0.44 0.10 0.35 0.60 0.90 * 0.040 * 0.040
U1040 0.37 0.44 * 0.35 0.60 0.90 * 0.040 * 0.0401045 0.43 0.50 0.10 0.35 0.60 0.90 * 0.040 * 0.040
U1045 0.43 0.50 * 0.35 0.60 0.90 * 0.040 * 0.0401055 0.50 0.60 0.10 0.35 0.60 0.90 * 0.040 * 0.0401070 0.65 0.75 0.10 0.35 0.60 0.90 * 0.040 * 0.040
U1070 0.65 0.75 * 0.35 0.60 0.90 * 0.040 * 0.040X1320 0.18 0.23 0.10 0.35 1.40 1.70 * 0.040 * 0.040X1340 0.38 0.43 0.10 0.35 1.40 1.70 * 0.040 * 0.040
10M40(1) 0.37 0.44 0.10 0.35 0.60 0.90 * 0.040 * 0.040Mechanically Tested U3 * 0.25 * 0.40 * 1.40 * 0.040 * 0.040
U5 0.35 0.45 * 0.40 0.50 1.00 * 0.040 * 0.040U6 0.40 0.50 * 0.40 0.50 1.00 * 0.040 * 0.0409 0.15 0.25 0.10 0.40 1.30 1.70 * 0.040 * 0.040
Merchant Quality M1020 0.15 0.25 * 0.35 0.30 0.90 * 0.050 * 0.050Steels M1030 0.25 0.35 * 0.35 0.30 0.90 * 0.050 * 0.050Free Cutting Steels 1137 0.32 0.39 0.10 0.35 1.35 1.65 * 0.040 0.08 0.13
1146 0.42 0.49 0.10 0.35 0.70 1.00 * 0.040 0.08 0.13X1147 0.40 0.47 0.10 0.35 1.60 1.90 * 0.040 0.07 0.121214 * 0.15 * 0.10 0.80 1.20 0.040 0.090 0.25 0.35
Note.1. This grade is treated with the micro-alloying element vanadium.
S T A N D A R D S P E C I F I C A T I O N S
Table 37 Tensile Properties — Hot Rolled Bar Sections — Regular Grades — AS 1442
Designation Form Specified Min. Yield Min. Tensile Min. % ElongationSize Strength Strength Gauge Lengthmm MPa MPa = 5.65 √So
U3 Rounds, Squares, Hexagons ≤50 250 410 22> 50≤170 230 410 22
Flat Bar ≤12 260 410 22>12≤40 250 410 22>40≤60 230 410 22
Billets ≤120 230 410 22U5 Bars ≤100 270 540 16U6 Bars ≤100 300 600 149 Bars & Billets ≤100 300 540 18
Table 38 Chemical Composition — For OneSteel Merchant Bar Sections — Regular Grades — AS 1444 & AS 1447
Steel Type Grade C Si Mn P S CrMin. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max.
Alloy Steels 5155 0.50 0.60 0.10 0.35 0.70 1.00 * 0.040 * 0.040 0.70 0.90and Spring 5160 0.55 0.65 0.10 0.35 0.70 1.00 * 0.040 * 0.040 0.70 0.90Steels 9255 0.50 0.60 1.60 2.20 0.70 1.05 * 0.040 * 0.040 * *
9258 0.55 0.65 1.60 2.20 0.70 1.05 * 0.040 * 0.040 * *9261 0.55 0.65 1.80 2.20 0.70 1.00 * 0.040 * 0.040 0.10 0.25
Notes1. Merchant Bar Sections are also available in AS/NZS 3679.1:1996 specification. See Tables 32 to 34. Other grades may be available on enquiry.
26 HRSSP 4th Ed. April 2007
Merchant Bar Sections (continued)
Table 39 OneSteel Grades
Steel Type Grade C Si Mn P S Cr VMin. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max.
OneSteel U1004 * 0.06 * 0.05 0.25 0.50 * 0.040 * 0.050 * * * *1015 0.13 0.18 0.10 0.35 0.30 0.60 * 0.040 * 0.050 * * * *1082 0.78 0.90 0.10 0.35 0.60 0.90 * 0.050 * 0.050 * * * *
X4K92M61S 0.55 0.65 1.60 1.90 0.70 1.00 * 0.040 * 0.040 0.10 0.25 0.15 0.25
Table 40 Heat Treatment Limitations
Maximum Recommended Cross Section*Grade Rounds Squares Flats5155 32 mm 30 mm 22 mm5160 40 mm 36 mm 28 mm9261 27 mm 25 mm 19 mm9255 28 mm 25 mm9258 16 mm
*The recommendations are based on the criterion that, at the maximumdimensions, a hardness of 50 HRC can be achieved in the centre of thequenched section.
The actual properties obtained are dependent on both grade and heattreatment process control. As OneSteel has no control over thespringmakers’ heat treatment process, the above recommendations cannotbe guaranteed. However, springmakers with efficient heat treatment facilitieswill be able to achieve a hardness value of 50 HRC as recommended.
S T A N D A R D S P E C I F I C A T I O N S
27HRSSP 4th Ed. April 2007
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This publication has been prepared by OneSteel Market Mills an operating business group of which OneSteel Manufacturing Pty Limited ABN 42 004 651 325 is a part. Please note that anyspecifications or technical data referred to in this publication are subject to change and/or variation or improvement without notice and no warranty as to their suitability for any use is made. Users ofthis publication – to ensure accuracy and adequacy for their purposes – are requested to check the information provided in this publication to satisfy themselves as to its appropriateness and not torely on the information without first doing so. Unless required by law, the company cannot accept any responsibility for any loss, damage or consequence resulting from the use of this publication.Photographs shown are representative only of typical applications, current at April 2007. This brochure is not an offer to trade and shall not form any part of the trading terms in any transaction.©Copyright 2003-07. OneSteel Manufacturing Pty Limited ABN 42 004 651 325 Registered Trademarks of OneSteel Manufacturing Pty Limited ABN 42 004 651 325: 300PLUS®; 4thEdition. Apr2007 BC0414
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28 HRSSP 4th Ed. April 2007
N O T E S
ONESTEEL DIRECT
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Website www.onesteel.com
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Email [email protected]
This publication has been prepared by OneSteel Market Mills anoperating business group of which OneSteel Manufacturing PtyLimited ABN 42 004 651 325 is a part. Please note that anyspecifications or technical data referred to in this publication aresubject to change and/or variation or improvement without noticeand no warranty as to their suitability for any use is made. Users ofthis publication – to ensure accuracy and adequacy for theirpurposes – are requested to check the information provided in thispublication to satisfy themselves as to its appropriateness and notto rely on the information without first doing so. Unless required bylaw, the company cannot accept any responsibility for any loss,damage or consequence resulting from the use of this publication.Photographs shown are representative only of typical applications,current at April 2007. This brochure is not an offer to trade andshall not form any part of the trading terms in any transaction.©Copyright 2003-07. OneSteel Manufacturing Pty Limited ABN 42004 651 325 Registered Trademarks of OneSteel ManufacturingPty Limited ABN 42 004 651 325: 300PLUS®
Issue 4. Printed April 2007 BC0414
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