SPECIFICATIONS PRODUCT SPECIFICATIONS (Structural Steel and Sheet Pile) "echanical Propertie #ield Ratio (%a*')
Eloation (%in')
I%pact + ("in')
tenile Strent Thic,ne h & N$%%
Thic,ne
Thic,ne
t 0 .&
t1
12 t./
t 3./
t 3.&
#ield Point N$%%& (%in') Type of Product
Clai!cation Thic,ne
Structur al Steel TIS 1227 1996
JIS G3101 1995
JIS G3106 1995
JIS G3136 1994
t - ./
./ - t ./
SM40 0
245
235
400-510
-
23
18
22
27A
SM490
325
315
490-610
-
22
17
21
27A
SM520
365
355
520-640
-
19
15
19
27A
SS400
245
235
400-510
-
21
17
21
-
SS490
285
275
490-610
-
19
15
19
-
SS540
400
390
540 min
-
16
13
17
-
SS400
245
235
400-510
-
21
17
21
-
SS490
285
275
490-610
-
19
15
19
-
SS540
400
390
540 min
-
16
13
17
-
SM400 A
245
235
400-510
-
23
18
22
-
SM400 B
245
235
400-510
-
23
18
22
27A
SM490 A
325
315
490-610
-
22
17
21
-
SM490 B
325
315
490-610
-
22
17
21
27A
SM490 YA YA
365
355
490-610
-
19
15
19
-
SM490 YB
365
355
490-610
-
19
15
19
27A
235
235
400-510
-
17
17
21
-
SN400 A
BS 4360 1986
EN 10025 1993
SN400 B
235335G
235-355
400-510
80H
18
18
22
27A
SN490 B
235445G
325-445
490-610
80H
17
17
21
27A
43A
275
265
430-580
-
20
20
20
-
43B
275
265
430-580
-
20
20
20
27B
43C
275
265
430-580
-
20
20
20
27A
50A
355
345
490-640
-
18
18
18
-
50B
355
345
490-640
-
18
18
18
27B
50C
355
345
490-640
-
18
18
18
27A
S275JR
275
265
410-560
-
22
22
22
27B
S355JR
355
345
490-630
-
22
22
22
27B
1997
A36
250
400-550
-
20
-
1997
A572 Gr.42
290
415 min
-
20
-
1997
A572 Gr.50
345
450 minE
-
18
-
1998
A992
345-450
450 min
85
18
-
ASTM
IN 17100
AS$N%S 3679.1 1996
S! 33
185
175
290
-
16
S! 37-2
235
225
340-470
-
24
-
S! 44-2
275
265
470-610
-
20
-
S! 50-2
295
285
470-610
-
18
-
S! 52-3
355
345
490-630
-
20
-
! " 11
11 # ! # 40
250
260
250
410 min
-
22
-
250&'
260
250
410 min
-
22
-
350
360
340
480 min
-
20
-
350&'
360
340
480 min
-
20
-
440 min
-
22
-
!"11
11 # !# 40
300
320
300
! ( 17 280
300&'
Sheet Pile
320
300
280
440 min
-
22
-
JIS A5528 1988)
SY295
295
490 min
-
17
-
TIS 13901996
SY390
390
540 min
-
15
-
Re%ar, - C*r+,n Ei/*n! CMn$6 Si$24 Ni$40 Cr$5 M,$4 $14 JIS S!*n*r - C*r+,n Ei/*n! CMn$6 Cr M,$5 Ni C$15 AS)ASTM S!*n*r - Cmi:* C,m;, ?in@ :r*: C Si$30 Mn$20 C$20 Ni$60 Cr$20 M,$15 $10 5B - Bn !,r m*!ri* nr @r* A992 *r *< >,,?< Ni m* 0.45 ) Cr m*. 0.35 ) M,m* 0.15 *n mn$S min. 20 D Ni!r,@n :,n!r, :.
SPECIFICATIONS PRODUCT SPECIFICATIONS (Structural Steel and Sheet Pile) Che%ical Co%poition (ladle analyi)
Clai!cation
TIS .&&9 .::/
+IS ;<.=. .::1
C Si (%a*' (%a*' ) )
"n
Seniti6i Car4on ty P S E5ui6ale of (%a*' (%a*' nt 7eldin ) ) crac, (%a*') (%a*')
N4
8
N Cu (%a*' (%in' ) )
SM 400
0.20
0.35
0600.035 1.40
0.035
-
-
-
-
-
-
SM49 0
0.18
0.55
1.6 0.035 m*
0.035
-
-
-
-
-
-
SM52 0
0.20
0.55
1.6 0.035 m*
0.035
-
-
-
-
-
-
SS40 0
-
-
-
0.050
0.050
-
-
-
-
-
-
SS49 0
-
-
-
0.050
0.050
-
-
-
-
-
-
SS54 0
0.30
-
1.6 0.040 m*
0.040
-
-
-
-
-
-
SS40 0
-
-
-
0.050
0.050
-
-
-
-
-
-
SS49 0
-
-
-
0.050
0.050
-
-
-
-
-
-
SS54 0
0.30
-
1.6 0.040 m*
0.040
-
-
-
-
-
-
0.23
-
2.5 C 0.035 min.
0.035
-
-
-
-
-
-
0.20
0.35
0.035
-
-
-
-
-
-
+IS ;<.=/ SM40 .::1 0A SM40 0B
0.60 0.035 1.40
SM49 0A
0.20
0.55
1.6 0.035 m*
0.035
-
-
-
-
-
-
SM49 0B
0.18
0.55
1.6 0.035 m*
0.035
-
-
-
-
-
-
SM49 0 YA
0.20
0.55
1.6 0.035 m*
0.035
-
-
-
-
-
-
SM49 0 YB
0.20
0.55
1.6 0.035 m*
0.035
-
-
-
-
-
-
SN40 0A
0.24
-
-
0.050
0.050
-
-
-
-
-
-
+IS ;<. 0B
0.20
0.35
0.60 1.40
0.030
0.015
0.36
0.26
-
-
-
-
SN49 0B
0.18
0.55
1.6 0.030 m*
0.015
0.44
0.29
-
-
-
-
43A
0.25
0.50
1.6 0.050 m*
0.050
-
-
-
-
-
-
43B
0.21
0.50
1.5 0.050 m*
0.050
-
-
-
-
-
-
43C
0.18
0.50
1.5 0.050 m*
0.050
-
-
-
-
-
-
-
0.00 30.10 0
0.00 30.10 0
-
-
-
0.00 30.10 0
0.00 30.10 0
-
-
0.00 30.10 0
-
-
?S >
50A
0.23
0.50
1.6 0.050 m*
0.050
-
1.50 50B
0.2C
0.50
C
0.050
0.050
-
m*
0.050
0.050
-
-
0.00 30.10 0
1.50 50C
0.2C
0.50
C
m* S275J R
0.21
-
1.5 0.045 m*
0.045
-
-
-
-
0.009D
-
S355J R
0.24
0.55
1.6 0.045 m*
0.045
-
-
-
-
0.009D
-
199 7
A36
0.26
0.40
0.040
0.050
-
-
-
-
199 7
A572 Gr.42
0.21
0.40
1.35 0.040
0.050
-
-
-
0.010.01 5
-
-
EN .==&1 .::<
AST "
-
m*
199 7 199 7
DIN .9.==
AS$NS
+IS A11&@ .::@ TIS .<:=B .::/
A572 Gr.50
1.35 0.23
0.40
0.040
0.050
-
-
-
0.010.01 5
m*
-
-
0.50 1.50
0.035
0.045
0.45
-
0.05 m*
0.11 m*
0.012
0.6m *
A992
0.23
0.100.40
S! 33
-
-
-
-
-
-
-
-
-
-
-
S! 372
0.17
-
-
0.050
0.050
-
-
-
-
0.009D
-
S! 442
0.21
-
-
0.050
0.050
-
-
-
-
0.009D
-
S! 502
-
-
-
0.050
0.050
-
-
-
-
0.009D
-
S! 523
0.2
-
-
0.040
0.040
-
-
-
-
-
-
250
0.25
0.40
-
0.040
0.040
0.43
-
-
-
-
-
250& '
0.20
0.40
1.5 0.040 m*
0.040
0.42
-
-
-
-
-
350
0.22
0.50
1.6 0.040 m*
0.040
0.45
-
-
-
-
-
350& '
0.22
0.50
1.6 0.040 m*
0.040
0.45
-
-
-
-
-
300
0.22
0.50
1.6 0.040 m*
0.040
0.44
-
-
-
-
-
300& '
0.22
0.50
1.6 0.040 m*
0.040
0.44
-
-
-
-
-
SY29 5
-
-
-
0.040
0.040
-
-
-
-
-
0.25
SY39 0
-
-
-
0.040
0.040
-
-
-
-
-
0.25
Re%ar,
A Im;*:! !
B Im;*:! !,r @r*< 50B *n 50C ,n ! +* *n in:r*< ,> 0.06 m*n@*n< :,n!n! >,r *: :r*< ,> 0.01 :*r+,n ,r /i: /r<* ; !, m*imm m*n@*n< :,n!n! ,> 1.60 *n m*imm :*r+,n ,> 0.22 >,r @r*< 50B *n 50C. T =i r*i, m*. >,r * !i:n<< ,> m*!ri*< nr @r*< A992 i< 85
E ,r @r*< 50 !i:n<< 20mm*n nr ) ! !n 485 N$mm2. A m*imm ,> m*n@*n< ,> 1.50 i< ;rmi< ! :*r+,n m*imm ,> 0.03 G ,r ! <:!i,n) ?n ! !1 < 9mm ,r <<) ! ;;r imi! ,> ! =i ;,in! ,r ;r,,> ! =i r*i, <* + 85 B "aterial under TIS co%pulory tandard are for do%etic ue only 7hile %aterial under other tandard are for e*portation' S" >== i uita4le for 7elded tructure ' $
B
เกรด S">== เป นเกรดท
เหมาะสาหรบโตรงสรางท มก ารเช อม SS >== i uita4le for eneral tructure' $ เกรด SS>== เป นเกรดท เหมาะสาหรบโครงสรางทว ไป
TOERANCES TIS.&&9 .::/ TIS .&&9B.::/ (OT ROED B SECTIONS) Di%enion
Depth ()
Gidth (?)
Tolerance H"380
F 2.0
380# H"580
F 3.0
580
F 4.0
B"95
F 2.0
95# B"190
F 2.5
Re%ar,
t. Thic,ne (t. t& ) t&
190
F 3.0
!1"16
F 0.7
16# !1"25
F 1.0
25# !1"40
F 1.5
!2"16
F 1.0
16# !2"25
F 1.5
25#!2"40
F 1.7 40
& # 7 m. 0 enth () & ( 7 m.
40n,. ,> m!r ,> &-7 5 0
B# 150
#1.5
B( 150
#1.0 ,> B
B# 125
#1.5
B( 125
#1.2 ,> B
H# 300 S5uarene (T) H( 300 H# 300
#0.15 ,> &
H( 300
#0.10 ,> &
H# 300)B# 200
F 2.5
H( 300)B( 200
F 3.5
H"400
2.0
400#H"600
2.5
H 600
3.0
H# 187.5
#3.0 mm.
B# 187.5
#3.0 mm.
H( 187.5
#1.6 ,> H
B( 187.5
#1.6 ,> B
!"10
F 5
T 10
F 4
?end
T, + *;;i !, +n <: *<
Eccentricity (S)
Conca6ity of 7e4 (G)
S5uarene of cut end (e)
"a (,$%')
1. T m*imm !i:n<< <* *;;=. 2. T< !,r*n:< <* *;;= in ! ;r:*< ,> * ! <*m
!i:n<< :,m;ri
