DAFTARISI 1. Besi Plat Putih (Cold Roll Steel Sheet) (ltflildSteel Sheet) 2. Besi Plat 3. Besi Plat Kapal (ShiPPlate) (Floor Plate) 4. Borders Plat (Flat Bar) 5. Besi Strip (Round Bar) 5. Besi Beton 7. Bbsi Beton StandardBerat NomimalSll (Equel Angle Bar) B. Besi Siku (Lip Channel) 9. Kanal C (Channel) 10. Kanal U 11. lN P (Wide Flange) 12. W F Beam 13. H Beam (ShaftingBar) 14. Assentaal 15. Pipa Hitam & Air Medium (Black & GalvanizedWelded Steel Pipe) 16. Pipa Hitam & Air Light (Black & GalvanizedWelded Steel Pipe) 17. Pipa Hitam & Air Class A - 1 (Black & GalvanizedWelded Steel Pipe) 18. Carbon Steel Pipe for PressureSchedule40 19. Carbon Steel Pipe for PressureSchedule80 20. Seam Less Boiler Tubes 21, Pipa Hitam STK 41 - JLS. G - 3444 22. Pipa Stal-Buis(Furniture& ConduitTubes) 23. Pipa Persegi(Square& RectangularTubes) 24. Pipa Kembang (Pipa Runcing (Fork)/ (TaperPipe) 25. Besi Enam Persegi 26. Besi Empat Persegi 27. StainlessSteel Round PiPe 28. StainlessSteel RectangularPipe /rn
rnr^l-l^^^
(1 r^-l
^l-^^3
I
2-3 4-5 o
7 -8 I - 10 11 12-13 14 15 16 17 - 18 19 2A -23 24 ZJ
26 27 28 29 30 31 32 33 34 35-36 37-39 4A A1
PT. TIENRYTEKNIKIUANDIKI
BESI PLAAT PUTIH (Cold Roll Steel Sheet) SIZE
WEIGHT
0,35mm x 3' x 6'
4,59 Kg
0,50mm x 3' x 6'
6,56 Kg
0,60mm x 3' x 6' 0,65mm x 3' x 6' 1,80mm x 4' x 6' 1,40mm x 4' x 6' 1,20mm x 4' x 6' 1,00mm x 4' x 6'
7,BB Kg 8,65 Kg Kg 42 Kg 33
0,90mm x 4' x 6'
21,00 Kg
0,80mm x 4' x 6'
18,70Kg
0,70mm x 4' x 6'
16,30 Kg
0,70mm x 3' x 6' 0,80mm x 3' x 6' 0,90mm x 3' x 6'
9,19 Kg 10,50 Kg
1,00 mnt x 3'x 6'
13,13 Kg
1,20mm x 3' x 6' 1,40mm x 3' x 6'
16
0,50mm x 4' x B'
11,66 Kg
0,65mm x .{' x 8'
15,40 Kg
Kg 28 23,33 Kg
11,80 Kg Kg
18,50 Kg
PT, HENRYTEKNIKIVIANDIKI BESI PLAAT (Mild Steel Plate)
SIZE 1,22mm x 3' x 6' 1,2 mm x 4'x 8' 1,4 mm x 3'x 6' '1..1
rnrn x .t' x 8'
1.5 mm x 4'x 8' 1 .8 mrn x .l ' x 8 ' I,9 mm x .t'x8' 2
nlrn x .{' x 8'
)1
nrrnxJ'x8'
2 . 6 m m x ^ t 'x 3 ' ? . 8 n r r nr . t ' x I ' 2.9 mm x J'x 8'
16 2B
Kg
Kg
18,5 Kg 33 K9 35 Kg 42 Kg 44,5 Kg 46,7 Kg 54 Kg 61 Kg 65,5 Kg 68 70
Kg Kg
3.2 mm x J'x 3'
7s
Kg
3,s m m x . l ' x S '
88,7 KE
J
93,5 K g
3
rnrnxJ'x3'
mmxJ'xS'
J . ? n rrnx J' x 3 ' JJ
mmx{'x3'
r.5 rnrnx.l'x3' r.3
2
WEIGHT
r n r nx J ' x 3 '
98
Kg
103
Kg
10s Kg 112 Ks
PT. HENRYTEKNIKMANDIRI
BESI
PLAAT
( f\,lildSteel Plate )
slzE
WEIGHT
mmx4'x8'=
117 kg
5,8mmx4'x8'= 6 mmx4'x8'=
135,5kg 140
8
mmx4'x8'=
187 kg
9
mmx4'x8'=
21o k9
10
mmx4'x8'=
233,5 kg
12
rnmx4'x8'=
28o kg
13
mmx4'x8'=
303,5 kg
15
mmx4'x8'=
350
kg
16
mmx4'x8'=
373
kg
19
mmx4'x8'=
443
kg
22
mmx4'x8'=
25
mmx4'x8'=
s13 kg sB3 kg
32
mmx4'x8'=
747
kg
38
mrnx4'x8'=
887
kg
42
mmx4'x8'=
980
kg
50
mmx4'xB'=
1167 kg
55
mmx4'x8'=
1517 kg
75
mmx4'xB'=
1750 kg
5
100 mmx4'xB'=
kg
2333 kg
3
PT. NDNRYTEKNIK IVIANDIRI
BESI PLAATKAPAL (Ship Plate) SIZE
VVEIGHT =
347 kg
=
417kg
=
463kg
=
556ko
5/16"x 5' x 20' =
579kg
5/16"' x 6' x 20' =
6e5kg
3/8" x 5' x 20' =
69akg 833kg
3/16" x 5' x2A' 3116"x 6' x 20' 1/4" x 5' x 20' 1/4" x 6' x 20'
3/8" x 6' x 20' 7/16" x 5' x 20' 7116"x 6'x 20' 1/2" x 5' x 20' 1/2" x 6' x 20' 9/16"x 5' x 20' 9/16" x 6" x 20'
= =
810kg
=
e72kg
= = =
926ko
= 518" x 5' x 20' = 5/8" x 6' x 20' = 314" x 5' x 2O' = 3/4' x 6' x 20' = 1' x 5'x20'= 1" x 6'x2Q' = -T I
1112kg
1042 kg 1251kg 1158kg 1390 kg 1389 kg 1667 kg 1852 kg
2223kg
PT. HENRYTEKNIK MANDIKI
BESI PLAAT KAPAL (Ship Plate) SIZE
WEIGHT
4.5 mmx5'x20'=
328
kg
6
mmx5'x20'=
438
kg
8
mmx5'x20'=
583
kg
9
mmx5'x20'=
656
kg
10
mmx5'x20'=
729
kg
12
mmxS'x20'=
876
kg
16
mmx5'x20'=
1167 kg
19
mmx5'x20'=
1385 kg
22
mmx5'x20'=
1604 kg
mmx5'x20'= 4.5 mm x 5'x2O' =
1822 kg
25
39-1 kg
6
mmx6'x20'=
525
kg
8
mmx6'x20'=
700
kg
I
mmx6'x20'=
7BB kg
10
mnlx6'x20'=
875
12
mmx6'x20'=
1050 kg
16
mmx6'x20'=
1400 kg
19
mmx6'x20'=
166'1 kg
22
mmx6'x20'=
1926 kg
25
n1mx6'x20'=
2188 kg
kg
3
PT. HENRYTEKNIKMANDIRI
BORDESPLAAT (Floor Plate)
srzE 2,3x 4'x 8' =
59
kg
x4'x8'
=
75
kg
3,2x4'x8'
=
80
kg
4
=
98.5
kg
3
x4'x8'
4,5x4'x8'=
(t
WEIGHT
110
kg
5
x4'x8'
=
112
kg
6
x4'x8'
=
1.15
kg
I
x-l'x8'=
192
kg
PT. HENKYTEKNIKMANDIRI
BESI STRIP {FlatBar) @6mt W E I GH T
SIZE
+
+
3 mmx16 mm 3 rnmx19 mm
= =
3 mm x25 nlm
=
3 mmx30 mm
=
4 nrmx19 mm
=
4 nlm x25 mm
=
4 mmx30 mm
=
4 mm x32 mm
= =
5,61 Kg 5,99 Kg 7,11Kg
=
9,36 Kg
4,5mmx19 mm = ^1,5mm x 25 mn1 = 4,5 nrm x 32 mnl =
4,0.1Kg
4 mmx3B mnl ,1 mmx50 mnl
2,26 2,68 3,54 4,21
Kg
Kg Kg Kg 3,56 Kg 4,68 Kg
5,30 Kg
=
6,90 Kg 9,13 Kg
4,5mmx50 mm =
10,53 Kg
4,5mmx38
mnl
5
mmx19
mnl
=
5
mmx25 mm
=
4,50 Kg 5.65 Kg
5
=
7,02 Kg
5
mnl x30 mm mmx32 mrn
=
7,50 K g
5
mmx38
nlm
=
8.90 Kg
7
PT. HENRYTEKNIKMANDIRI BESI STRIP (FIatBar) @6mt ,
SIZE
WEIGHT
5 mmx 50 mm
11,70 kg
6 mm x 19 mm
5,37 kg
6 mmx 25 mm
7,24 kg
6 mmx 32 mm
9,22 kg
6 mmx 38 mm
10,80kg
6 mmx 50 mm
13,86 kg
6 mmx 65 mm
18,50 kg
6 mmx 75 mm
22,00kg
9 mmx 38 mm
16,15kg
I mmx 50 mm
21,00kg
I mmx 65 mm
27,50kg
9 mmx 75 mm I mm x 100 mm
31,50 kg -12,20kg
12mm x 38 mm
21,50 kg
12 mm x 50 mrn
29,50kg
12 mm x 65 mm
37,00kg
12 mm x 75 mrn
42,36kg
12 mm x 100 mm
56,62kg
PT. HENKYTDKNIKMANDIKI
BESI BETON (HoundBar) @ 12 mt SIZE 4 5 5,5 5,7 6
mm= mm= mm = mm = rnm=
6,5 mm =
6,8 7 I 8,5
mm = mm= mm= mrn =
9
mm= mm =
10
12 mm= 13
rnm =
14 mm= 15
mm =
16 mm = 17 mm= 17,5mm = 1B mm
WEIGHT 1,50 Kg 1,85 Kg
2,23 Kg 2,40 Kg 2,66 Kg 3,13 Kg 3,42 Kg 3,63 Kg 4,74 Kg 5,35 Kg
6Ks 7,40 Kg 10,70 Kg 12,5A Kg 14,50 Kg 16,65 Kg Kg 19 21,40 Kg 22,50 Kg Kg 24
o
PT. HENRYTEKNIKIIIANDIRI
BESI BETON (Round Bar) @ 12 mt
SIZE
10
WEIGHT
19 mm =
26,90 Kg
20,5mm =
30
22mm=
35,80 Kg
23,5mm =
40
24 mm
42,60 Kg
25 mm
46,20 Kg
28 mm =
sB
32 mm
75,72 Kg
Kg
Kg
Kg
PT. IIENKYTBKNIKMANDIRI StandarBeratNominal BESIBETON BerdasarkanSll-0136-1980 D e fo r m e d
BeratNominalPerSatuanPa K G J 1 2M e t e r KGJMeter
P.6
D.6
0,222
2,66
P,8
D.8
0,395
4,74
P.9
D.9
0,499
5,99
P, 10 D. 10
0,617
7,40
P. 12 D. 12
0,888
10,66
P. 13 D. 13 P. 14 D, 14 P, 16 D. ,16
1,04 1,21
12,48 14,52
1,58
18,96
P. 18 D, 18 P. 19 D, 19
2,40
24,00
2,23
26,76
P. 20 D. 2A P. 22 D. 22
2,47
29,64
2,98
35,76
P. 25 D. 25
3,85
46,20
P, 28 D. 28 D. 29 P.
4,83
57,96
5,19
62,28
P. 32 D. 32 D. 36
6,31
75,72
7,9I
95,88
D. 40
9,87
118,44
D. 50
15,40
184,80
PT. NENRYTEKNIKMANDIRI BESI SIKU (Equal AngleBar)@ 6 mt.
SIZE 20x2}x
3 =
5,31kg
25x25x
3 =
6,72 kg
30x30x
3 =
8,16 kg
40x40x
3 =
11,00kg
40x40x
4 =
14,50kg
4Ax40x 5 = 50x50x 4 =
17,70ks 18,50kg
50x50x
5
22.60kg
50x50x
6 =
26,58kg
50x60x
5 =
27,30kg
60x60x
6 =
32,50kg
65x65x
5 =
35,50kg
71x70x
7 =
44,30kg
75x75x
6 =
41,22kg
75x75x
I =
54,20kg
75x75x
I =
59,76kg
80xB0x I = 90x90x
I
100x 100x 8 =
12
WEIGHT
sB
kg
73,20kg
73,2Akg
PT. TIENKYTDKNIK TVIANDIRI BESI SIKU (Equal Angle Bar) @ 6 mt. WEIGHT
SIZE
100 x 100 x 10 = 120x12ox
B
90,60kg 88,20 kg
120x120x12 =
130
kg
130 x 130 x 12 =
140
kg
150 x 150 x 12 =
164
kg
150 x 150 x 15 = 200 x 200 x 15 =
202
kg
272
kg
200 x 200 x2A =
358,20kg
13
PT. HENRYTEKNIKIVIANDIKI KANAL " C'' (LipChannel) @ 6mt. SIZE
WEIGHT
60 x 30 x 10 x 1,6 = 60x30x10x2,3=
9,80kg 13,50 kg
=
12
kg
75 x 45 x 15 x 1,6 =
14
kg
75 x 45 x 15 x 2,3 =
19,50 kg
75x45x20x2,3 =
19,50kg
=
24,35kg
75x35x15x1,5
100x50x20x2,3 100x50x20x3,2=
33
125x'50x20x2,3 =
27,06kg
125x50x20x3,2=
37
kg
150 x 65 x 20 x 2,3 =
33
kg
150x65x20x3,2=
45,06 kg
200x75x20x3,2
55,62kg
150x50x20x2,3 150x65x20x3,2=
=
30
kg
kc
40,60 kq
tl
I1
I
I a
14
I
I I
{r
'-'
PT. TIENKYTEKNIK IVIANDIKI
KANAL "U" (channel)@ 6 mt.
31
kg
42x 5,5 =
42
kg
80x 45x 6
=
50
kg
100x 50x 6
=
56,2 kg
120x 55x 6
=
80,4 kg
65x
=
125x 65 x 6
80,4 kg
140 x 60 x 7
96
kg
112
kg
128
kg
150 x 75 x 6,5 1B0x 75 x 7
=
200x 80 x 7,5 =
148 kg
=
187,5 kg
220x 80 x I
260 x 90
X
=
10
208
kg
228
kg
280x 95 x10
=
250
kg
9
=
229
kg
300 x100x 10
=
278 kg
300x 90x
- .-
20s kg
240 x 85 x 9,5 250x 90 x 9
!u-
WEIGHT
SIZE 50x 38x5
{ t I t
15
PT. HENRYTEKNIKMANDIRI l. N.P. @ 12 mt.
WEIGHT
SIZE 100x
50x
4,5 X6,8=
120x
50x
5,1 X7,7=
1 0 0 , 0 8k g '133,2 kg
140x
66x
5,7
=
171,6 kg
160x
74x
6,3
=
214,9 kg
180x
80x
B
=
258
180x
82x
6,9
=
262,8 kg
200x
90x
7,5
=
314,4 kg
22Qx
98x
8,1
=
3 73 , 2 k g
240x
1 0 6x 8 , 7
=
434,4 kg
260x
1 1 3x 9 , , 1
=
504
280x
1 19 x 1 0 , 1
=
574,9 kg
300x
125x
10,8 =
320x
1 3 1x
11,5
3 - 1 0x
137x
12,2
360x
k9
kg
56s
kg
=
732
kg
=
E16
kg
1-15x
=
926
kg
390x
150x
=
1017
k9
400x
155x
=
11s6
kg
- 1 5 0x
1 7 0x
16,2
=
1350
kg
500x
185x
18
=
1692
kg
16
PT. HENKYTEKNIKMANDIKI '-
i1
tsESIW F (WideFlangeBeam)
SIZE H 100 725 148 150 I75 198 ?00
->
THICIi\ESS tl xt2 XB x 50x 5 x 7 x 60x 6 x 8 6 x I x100x x 75 x 5 x 7 x 8 x 90x'5 x 99 x 4,5x 7 3,2x 4,5 x100x
ioo x loo xaiiD 218 x 721 x 250 x 125 x 298 x 119 x 300 x 150 x 316 x 171 x 350 x 775 x 396 x 199 x 400 x200x 416 x 799 x 450 x ?00 x 496 x 199 x 500 x 200 x
5 x 6 x 6 x 6,5x 6 x 7 .\ 7 x I x I x I x I .x 10 x
LENGTH
WEIGHT Kg Kg Kg Kg Kg Kg Kg Kg Kg
8 I
12lI
112 158..{ 253.2 168 217.2 218,.1 1-13 256 308.4
12 NI
3s5.2 Kg
8
12NI I2 NI
38J
Kg
110,4
Kg
l2 ill
197
Kg
1l
12 II
11 l3 L2
12 i\I l2 i\l
593,2 679,5 792 794,40
Kg Kg Kg Kg
l4
l2 II
gLz
Kg Kg
q-J
I I
lZ t\l
12TI 12 i\I 12 i\l l2 lI
12 ll
12i\l
- l2 i\I
12 i\l
t.:t
1211
954
r6
12ll
1.07s Kg
17
PT. NENRYTEKNIKMANDIRI B E S IW F ( W i d eF l a n E eB e a m )
THICII\ESS
SIZE H
18
.\B
LENGTH
WEIGHT
tlxt2
588 x 300x l0 x 16
12NI
1.812 Kg
596 .x 199.x 9 x
lJ
12 itl
1.135 Kg
600 x 200x 11 x
17
12ilI
7.272 Kg
692 x 300x 13 x
2A
12i\I
1.992 Kg
700 x 300x 13 x 21 'E00 x 300x 14 .\ 26
12M
2.?20 Kg
12II
2.520 Kg
900 x 300x 16 N 28
12 i\,I
2.916 Kg
PT. IIENRYTEKNIK IVIANDIKI H. BEAM @ 12 mt. WEIGHT
slzE 100x100x 6 x 8=
206 k9
125x 125x 7 x 10
286 kg
150x 150x 7 x 10
378 kg
175x175x 7,5x 11 =
482 Rg
200x200x I
x 12
59e kg
250x250x 9
X
14
869 kg
300x 300x 10 x 15
1128 kg
350x350x 12 x 19
1644 kg
13 x 21
2064kg
400x 400x
10 lr t\
PT, NDNRYTEKNIKMANDIRI BESfASSENTAA!-(SS 41) SIZE rl1" 5/t6" 3/8" 112" 5/8" 3/1" 7t8"
6Nr
l"
6}I 611
| 1/1"
6NI
l 3/8
6lI
1 t/2"
6 ivl 6 i\I
t 311"
2C,
D 6 }I 6NI 6II 6 ;,v*I 6ill
7,t
6NI
2 l/1"
6lr
2112" ? 3/4" 3" 3 1/?"
6ilr 6ilI 6ilI
4rt
6 ivl
4u?"
6 NI
5" 6"
6 i\I
6 !\I
6NI
WEIGHT 1,50 Kg 2,50 Kg 3,50 Kg 6Kg 9,50 Kg 13,50 Kg 18,50 Kg Kg 24 Kg 38 46 Kg 54 Kg 71,50 Kg 96 Kg Kg I22 Kg 752 Kg 183 276 Kg Kg 296 Kg 385 Kg 486 Kg 597 Kg 860
TEKNIKMANDIKI PT. TIENRY BESIASSENTAAL(S 4s c ) \vtilc HT
SIZIi
D rl0lf
Kg
105ntm
6 i\l
I l 0 r r rn t
6 r\l
J5 1.5()Kg
l 2 { ) l t tn t
6 i\l
535 Ks
1 3 0r r t n t
(r i\l
632
Kg
lJ() rrutt
(r r\l
732
Kg
1 5 0r r u t t
(r i\l
tt3{
Kg
1 6 0r r r r t t
(r i\l
170 lrtrtt
6 t\l
,53,50 Kg 1.0(r9 K g
I ti0 trutt
(r Il
Kg l.l().1.5t)
190 rttnt
(r i\l
r.Jltt
Ks
J00 lttltt
6 i\l
l.Jsl
Kg
21
PT. NENRYTEKNIKMANDIRI BESIASSENTAAL(S 4s C) S I Z E
WEIGHl'
t) ll1"
6 i\l
I,5O Kg
5/16"
6ilr
2,50 Kg
3/8"
6 i\l
t/?"
6 i\l
" s/rJ
6)r
3,50 Kg Kg 6 9,50 Kg
3/1"
(r i\l
13,50 Kg
7/5"
(r II
IIi,50 Kg
l"
21
Kg
I l/1"
6 i\l (rIl
3tt
Kg
I t/?
(r r\l
5J,50 Kg
I J/J"
(r i\l
7J,50 Kg
1rl
6il
97
1
ll1"
2 t/2" 7 311"
22
Kg
6trr
l3l
Kg
6lr
r5l I ril
Kg Kg
-.6 il
J''
(r)l
ll0
Kg
J I/J"
6 tr
Kg
J''
6,\l
1U2"
6.\l
2r7 390 1r7
Kg
i"
6 )t
601
K.rl
Kg
\
PT. HDNRYTEKNIK MANDIRI BESI ASSENTAAL(ST 60) SI-LIi
\ V I iI G I { T
I)"
t/1"
(r )l
I,50 K.g
5/ t6"
(r NI
2.5() Ke
3/rJ" t/2"
6 i\l
3,50 K.g
(l r\l
6
5/8"
6Ir
9,50 Ke
J/+."
6 i \l
13,50 Kg
7/5"
6 t\l
I i J , 5 O Kg
l"
(r r\l
3J
Kg
3S
Kg
I t/J"
Kg
I U7"
6It
5J,50 K.g
I 3/J"
fi,\l
7d,50 Kg
).1
6 Ir
,7
Kg
2 l/-t"
6 It
123
Kg
7 l/2"
6 tt
r52
Kg
2 Jl1"
(r II
I lJ3
Kg
J"
(rIl
310
Kg
J t/t"
fi )l
217
Kg
J''
fi ll
390
Kg
1l/2"
6 Il
1r7
Kg
5"
6 i\l
60J
Ks
23
PT. TIENKYTEKNIK MANDIKI PipaHitam& Air Black & GalvanizedWeldedSteelPipe BS. 1387I 67 MEoluM SIZE
oD.
TEBAL
B E R AT
Berat dengan Draft & Soket
tl,,
21,4mm 2,6mm
1.22Kg/m
1.23Kg/m
"1,,
2 7 , 0m m
2.6mm
1 . 5 8K g / m
1 . 5 9K g / m
1"
3 3 , 7m m
3.2mm
2 . 4 4K g / m
2.46 Kg/m
1'1r,,
42,4mm
3.2mm
3 , 1 4K g / m
3 . 1 7K g / m
1tlr"
4 8 , 3m m
3.2mm
3 . 6 2K g / m
3 . 6 6K g / m
2"
6 0 , 2m m
3.6mm
5 . 0 9K g / m
5 . 1 6K g / m
2,lr,,
7 6 . 0m m
3.6mm
6 . 5 2K g / m
6 . 6 4K g / m
3"
8 8 . 7m m
4.0mm
8.47 Kg/m
8 . 6 3K g / m
A.a I
mm 1'13.9
4.5 mm
1 2 . 1 0K g / m
12.40Kg/m
5',
1 4 0 . 6m m
4 . 8m m
' l 6 . 2 0K g / m
1 6 . 7 0K g / m
6"
1 6 6 . 1m m
4.8mnr
1 9 . 2 0K g / m
1 9 . 8 0K g / m
2rI
PT. NENRYTEKNIKIVIANDIKI Pipa Hitam& Air Black & GalvanizedWeldedSteelPipe BS. 1387I 67 LrcHr B E H AT
B e r a td e n g a n D r a f t& S o k e t
21,4mm 2.0 mm
0.95 Kg/m
0.96 K/m
,lr,
27,0mm 2.3mm
1.40KSlm
1.42Kdm
1',
33,7mm 2.6 mm
2.A1Kglm
2.02Kdm
1tlr "
42,4mm 2.6 mm
2.57 Kg/m
2.60Kdm
1rlr"
48,3mm 2,9 mm
3.26Kg/m
3.30Kdm
2',
60,2mm 2.9 mm
4.11Kg/m
4.18Kdm
2rl,
76.0mm 3.2mm
5.80 Kg/m
5.92Kdm
3"
88.7mm 3.2 mm
6.82Kg/m
698 Kg/m
4"
113.9mm 3.6 mm
9.88 Kg/m
5"
140.6mm
5',
mm 166.1
SIZE
,1,"
oD.
TEBAL
10.20K/m
25
nft
PT. TIENKYTEKNIK MANDIRI Pipa Hitarn& Air Black & GalvanizedWeldedSteelPipe BS. 1387I 67
slzE
oD.
TEBAL
B E R AT
A_ 1 oALSS Beratdengan Drat& Soket
,1",
21,4mm 1.9mm
0.91Kg/m
0.98 K/m
"lr"
27,0mm 2.1mrn
1.28Kg/m
1.37Ky'm
1',
33,7mm 2.45mm
1 . 8 8K g / m
2.03Kg/m
1rl, "
42,4mm 2.45mm
2.40Kdm
2.60Kdm
l rlr'
48,3mm 2.60mm
2.92Kglm
3.17K/m
2'
60,/mm 2.60mm
3.67 Kg/m
4.00Kg/m
2,lr'
76.0mm 3.00mm
5.37Kg/m
5.87Kdm
88.7mm 3.00mm
6.31Kg/m
6.93Kg/m
4"
113.9mm 3.25mm
8.83 Kg/m
9.78Kdm
5"
140.6mm 3.60mm
12.17Kg/m
13.41Kdm
6"
166.1mm 3 . 6 0m m
14.43Kg/m
15.90Kg/m
J
26
PT. NENRYTEKNIK'MANDIKI
CarbonSteelPipeFor PressureSchedule40
TEBAL
SIZEOD. tlr ,2
21,7rnlm
1 6 , 1m / m
2,8 mlm
1 , 3 1K g
7, 8 6
27,2rnlm
21,4mlm
2,9 mlm
1,74K9
10,44
34 m/m
27,2mlm
3,4 n{m
2 , 5 7K g
15,42
1 ' l, " =
42,7rnlm
3 5 , 5m l m
3,6 mlm
3 , 4 7K g
2A,82
1, l l t t ,7
48,5m/m
41,2m/m
3,7 mlm
4 , 1 0K g
24,6
l=
,t tl
60,5m/m
52,7mlm
3,9 m/m
5 , 4 4K g
32,64
-t t ltn2 -
75,3m/m
55,9m/m
5,2 mlm
9 , 1 2K g
54.72
?r.
89,1m/m
78,1 mlm
5,5 m/m
1 1, 3 K g
67.90
'2, ll
JIA
=
{ll
l=
4"=
114,3mlm 1A23 mlm
6
qrl
139,8 m/m 126,6mlm
5,6m/m
2 1 , 7K g
130,2
erl
165,2rnlm 1 5 1 m l m
7,1 rnlm
2 7 , 7K g
155,2
8"
= 216,3m/m1 9 9 , 9m l m
8,2 mlm
42,1 Kg
252,6
1 0 " = 267,4mlm 248,8 mlm
9,3 m/m
5 9 , 2K g
355,2
12" = 318,5 m/m 297,9mlm
7 8 , 3K g
469,9
1 4 " = 355,5m/m 333,4mlm
1 0 , 3m / m '11 m/m ,1
9 4 , 3K g
555,8
1 6 " = 406,4mlm 3 9 3 , 7m l m
12,7 nlm
123 Kg
738
mlm
16
Kg
50
PT. TIENKYTEKNIK MANDIKI
CarbonSteelPipe For PressureSchedule80
2t
,lr,
3,7 rnlm
14,3'm/m
1,64Kg
9,84
"lr, 1'
3,9 m/m
19,4m/m
2,24Kg
13,44
4,5 m/m
25 m/m
3,27Kg
19,52
1'lr,
4,9 m/m
32,9 m/m
4,57Kg
27,42
1 rl r ,
5,1m/m
38,4m/m
5,47Kg
32,92
?',.
5,5 m/m
49,5rn/m
7,46Kg
44,76
2rlr'
7
rn/m
62,3m/m
12
K9
72
3n
7,6 m/m
73,9m/m
91,8
4"
8,6 m/m
97,1m/m
15,3 Kg '22,4 Kg
134,4
5"
9,5 m/m
120,8m/m
30,5 Kg
183
6"
11 m/m
143,2m/m
41,8 Kg
250,8
8',
12,7m/m
190,9m/m
63,8 Kg
382,8
10"
15,1m/m
237,2m/m
93,9 Kg
563,4
12"
17,4m/m
283,7m/m 12s
Kg
774
14"
19 m/m
317,6 m/m 158
Kg
948
16',
21,4m/m
363,5 m/m
203 Kg
1218
PT. HBNRYTDKNIKMANDIRI
S E A M L E S S B O I L E RT U E E S
TEBAL 1 3 , 5m / m
1 , 8m l m
9,9m/m
0,522
3,13
17,2mlm
1 , 8m / m
1 3 , 6m / m
0,694
166,34
21,3 m/m
2
m/m
17,3mlm
0,962
5,772
2 6 , 9m / m
2,3 mlm
22,3 m/m
1,41
9,46
33,7 m/m
2,9mlm
3 0 , 8m / m
2,22
13,32
31,8 m/m
2,9 mlm
26
m/m
2,069
12,409
42,4 m/m
2,6 mln1.
37,2 m/m
2,57
15,42
4 4 , 5m / m
2,6 mlm
3 9 . 3m / m
2,69
15,14
38
m/m
2,6 mlm
32,8 m/m
2,27
' 13,62
48,3 m/m
2,9 nr/m
42,5 rnlm
3,27
19,52
60,3 m/m
2,9 nt/m
5.1,5rnlm
4 , 14
24,91
m/nr
?,9m/m
51,2 rn/m
3,87
23,22
7 6 , 1m / m
2,9 mlm
70,3m|m
5,28
31,68
8 8 , 9m / m
3,2 mlm
82,5 rnlm
6,81
40,86
1 1 { . 3n r / n r
^1 m/nr
1 0 6 , 3m / m 1 1
66
1 3 9 , 7n r / n r
.1 m/nr
1 3 1, 7 m / m 1 3 , {
80,.10
1 6 8 , 3m / n r
-1.5m/nr
159.3m/m 18,18
57
109.09
29
.PT. HENRYTEKNIK IVIANDIRI PIPAHITAMSTK 41 - JLS.G_ 3444 oD.
Ks/6 M
TEBAL
Kg/M
2,8m/m
5 , 0 8K g
3 0 , 4 8K g
3,2m/m
5 , 7 7K g
3 4 , 5 2K g
3 " = 89,1m/m
3 1 2 m/m
6 , 7 8K g
4 0 , 6 8K g
= 1 1 4 , 3m / m
3 , 5 m/m
9 , 5 6K g
5 7 , 3 6K g
4 , 5 m/m
12,2Kg
7 3 , 2 0K g
5" = 139,8m/m
4 , 5 m/m
1s Kg
90
= 155,2m/m
4 , 5 m/m
1 7 , 8K g
1 0 5 , 8 0K g
m/m
1 9 , 8K g
1 1 8 , 8 0K g
= 1 9 0 . 7m / m
5 , 3 m/m
24,2 Kg
1 4 5 , 2 0K g
8 " = 2 1 5 , 3m / m
5 , 8 m/m
3 0 , 1K g
1 8 0 , 6 0K g
9 , 2 m/m
4 2 , 1K g
2 5 2 , 6 0K g
10" = 267,4 m/m
6 , 6 m/m
42,4 Kg
2 5 4 , 4 0K g
12" = 318,5m/m
I r't
s3 Kg
318Kg
14" = 355,6m/m
7,9m/m
Kg 67,70
Kg 8406,20
srzE 2 tI , " =
4"
6"
7 6 , 3m / m
5 7"
\
30
m/m
K9
PT. TIENKYTDKNIKMANDIKI PIPASTAL - BUIS FURNITURE& CONDUITTUBES
oD INCHES t/,
SIZE mm 12.7
CALCULATED V/ALL THICKENESS WEIGHT Kgs/m mm 0.9 0.265
9116
14.3
0.9
0.298
slB
15.9
0.9
0.332
3/4
19.1
0.9
0.403
7t8
22.2
1.0
4.524
15/16
23.B
1.0
0.551
1
25.4
1.2
0.717
1 - 1t8
2 8.6
1.2
0.810
1 - 1t4
31.8
1.2
0.810
1-3t8 1 - 1t2
35.0
1.41.4
0.905/1 . 15B
38.1
1.2
1.092
'r - 5/8
41.3
1.U1.4
1.186/1 .377
1 - 3/-1
4.1.5
1.4
1.187
2
50.8
1.4
1.706
57.2
1..t
1.926
2
1t4
31
TEKNIKMANDIKI PT.-NENRY PIPAPERSEGI TUBES SOUAHE& RECTANGULAR Weight Wall Thickeness Calculated Kgs/m MM
SIZE MM
\
La\,
12'12xf2l'/)
0.9
0.332
15 x 15
0.9
0.403
0.s
0.544
25 x25
1.0
0.759
30x30
1.0
0.915
40x40
1.2
1.468
10 x 20
0.9
0.403
1211.x ?7t1,
0.9
0.544
15 x 30
0.9
0.6'l5
20x4O
1.0
0.915
25x 50
1.4
1.597
20x 60
1.4
1.926
20 x 2o
'Q, &fD dJ
PT. NENRYTEKNIKMANDIKI PIPA KEMBANG SIZE OD in
RA
RB
RC
RD
L (mm)
L (mm)
L (mm)
L {mm)
5ta
85
6
90
3t4
90
1
240
1-118
240
90
1-114
240
240
240
240
1-1t2
240
200
240
280
(FOnK) P|PABUNCTNG (TAPERP|PE) D
PRODUCT DIMENSION dl L MM Mtujr
in
MM
7t8
22,2
12,7
340
{
25,4
17,37
340
1-114
31,75
17,98
380
1-1t2
34,1
25,98
380
I
33
PT. HENRYTEKNIKMANDIRI BESI ENAM PEBSEGI (ColdDrawnHexagonalBar)
stzE rl4" 5/16"
3/E" tl2" 5/8" 311"
6 ivl
718"
6 ivl 6 i\I 6 I\I
lrt
6ilr
!,70 Kg 2,60 Kg 3,70 Kg 6,74 Kg 10,30Kg
ls
Kg
I llz"
6 i\{ 6 i\{
20,40 Kg 26,70 Kg 12 Kg Kg 60
| 311,'
6 ill
81,20Kg
7tl
6 i\l
2 111,,
6 i\I
105,20Kg 133,50 Kg
2 u2"
6 t\I
16s
2 3/4" 3"
6 i\.1 6 i\{
Kg 201 211.,50Kg
1 1/4"
34
D 6 i\I 6 i\I 6 i\I
\YEIGHT
Kg
PT. HENRYTEKNIKMANDIRI BESI EMPATPERSEGI (MildSteelSquareBar)
SIZE x
A
B
318" x 3/8" (9mmx9mm)
.6II
7/2" 7/2" x (12mm x 72mm) s/8" 518" x (16mm x 16mm) 311" x 3/1" (19mm x 19 mm)
-6lr
7/8" x
7/8"
-6NI 6 }I 6 }I
{22 mm x 22 mm) l"
x
. 6 TI
1"
(25mm x 25 mm) I l/8" .\ I 1/8" (28mm x 28 mm)
1v4" x
7 711"
.6)r 6 }I
(32mm x 32 mm) 1 7/2" x | 7/2" (38mm x 38 mm)
6 }I
\ 3/4" x
6 II
13/1"
(4J mm x 4-1mm) 1r)
X
')'
t
(50 mm x 50 mm)
- 6 ll
4Kg 7Kg
tz Kg 17,1Kg 22,8 Kg
30 Kg 37 Kg 48,5Kg 68 Kg
9t Kg 118,5Kg
35
PT. HDNKYTEKNIK MANDIRI
BESI EMPATPERSEGI SIZE B A X 2112"X 2112" -6M (65mm x 65 mm) -6M 3" X 3" (75mm x75 mm) .6M 4" 4" X (100mm x 100mm)
x
ma
WEIGHT
199 Kg
265 Kg 471 Kg
PT. TilENRYTEKNIKMANDIKI STAINLESSSTEEL ROUNDPIPE SIZE NOMINAL O UTSIDE THICKNESS WEIGHT/MFTEH DIAMETER t = (tebal) S IZE (mm) (mrn) (inch)
112"
12 ,7
0,8
0 , 2 4 k g im
1,0 1,2
u,29 Kg/m
1,5
0,8 5/8'
314"
718 ']'
1"
15,I
19 05
22,2
25,4
1,0
1,2 1.5 0,I 1,0 1,2 1,5
0,35 kC/m 0,42 kg/m 0,30 kg/m 0,37 kg/m 0,44 kg/m
0,54 kq/m 0,30 kg/m 0,45kq/m
0 , 5 4k q / m
1,0
0,66 kg/m 0,53 kq/m
1,2 1,5
0 , 6 3k g / m 0,78 kg/m
0,8 1,0
0,49 kg/m 0,61kg/m
1,2
1,5
0 , 7 3k g / m 0 , 9 0k g / m
2,0
1,17Rglm
2,5
1 , 4 3k g / m
37
PT. HENKYTEKNIKMANDIRI
STAINLESSSTEEL ROUND PIPE SIZE NOMINAL SIZE (inch)
OUTSIDE DIAMETEB (mm)
THICKNESS t = {tebal) (mm) 1,0 1 ,2
1 - 11 4 "
31 ,B
1,5
2,0 2,5 1,0
1-1l2
2r
2.1l2
39,1
50,8
63,5
1 ,2 1,5 2,0
38
0,92 kg/m 1 , 14 k g / m 1,49 kg/m
1,83 kg/m 0,93 kglm 1,11 kg/m 1,37 kq/m 1,81 kq/m
2,23 kc/m 2,63 kg/m 1,25 ke/m
2,0 2,5
3,08kg/m
1,5
76,2
0,77 kg/m
2,5 3,0 1,0 1 ,2 1,5 2,0 2,5 3,0 1,5
3,0
J
WEIGHT/METEB
2,0 2.5 3,0
1 . - 1 9k q / m 1,85kg/m 2.44 kg/rn
3 , 0 2k g / m 3 , 5 9k d m 2.33 kg/m 3 , 8 1k g / m .1,5Jky'm 2,80 kg/m 3,71 kdm {,61 kg/m
5,-19kg/m
PT. TIENRYTEKNIKMANDIRI
STAINLESSSTEEL ROUNDPIPE SIZE NOMINAL OUTSIDE SIZE D I A ME T E R (inch) (mm)
3-1 l2
4=
4-1 t2
88.9
1 0 1. 5
11.1.3
THICKNESS t = (tebal) ( mm)
WEIGHT/METER
2.4
4.35
k g im
2.5
5.10
kg/m
3.0 2.0 2.5 3.0
5..1.1 4.98 6 . 1I 7..10
kglm kg/m kg/nr k g/m
2.0 2.5 3.0
5.62
kg/m
6.99 8.35
kg/nr kg/m
-) l-1
kr
PT. NENRYTEKNIKMANDIRI
STAINLESSSTEEL RECTANGULARPIPE SIZE
20120 25125 30/30
2014a 4A140
4I
Iiirafl
THICKNESS
1,0 1 ,2
1,0 1 ,2 1 ,2 1,5 1,2 1,5 1,2 1,5
W E I G H TI M E T E B
0 , 61 0 , 73 O ,77 O ,92 1 , 11 1 ,37 1 , 11 1 ,37 1 , 49 1 , 85
kg/m kg/m kg/m kg/m kg/m kg/m kg/m kg/m kg/m kg/m
PT. HENKYTEKNIKIVIANDIRI
BESIPLATSTAINLESS STEEL (Stainless SteelSheet) WEIGHT s tz E 1{X 1 x 0.4 mm x lill 0.5 m m x lll
2.\l
6J-l
Kg
.\ 2)l
7,93
0.6 mm
li\l
.\
2.\l
9.52
Kg Kg
0.7 mm .r
lll
r
2)l
I r,l0
Kg
0.8 mm' x
l,!l
.r
2.\l
12.70 Kg
0.9 m m x
li\l
x
2.\l
l-1.30 Kg
I
Ill
x
2.\l
Itl
.r .2)l
1s.90 Kg 23.E0 Kg
x
mmx
I x
1.5 rnm x 2 mmx
livt x
2.\l
3
mmx
l l.Lx
2 .\l
d
mm
.x
li\l
x
2.\l
1.5 mm
.x
A,
.\
1
mm
.\
1',
8', 8'
3
mm
.x
{
I
mmx
.l'
x .x 8' x8'
J
mmx
1',
6 E
mm
.x
4'
x x
mm
.x
4',
x8'
l0
mrn x
4'
x
ilr
31.70 Kg 17.60 Kg 63.J0 Kg
35.{0 Kg J7.10
Kg
70.70 Kg 9J.50 Kg
8'
ll8
Kg
8'
lJl
Kg
lE9
Kg
236
Kg
E'
41
PT. HENRYTEKNIKMANDIRI
Carahitung Berat: BesfBeton Diax Diax 6165x 12 mt ='berat CaraHhungBerat: Besi StriP Tebalx Lebarx78 x 6 mt = Berat CareHitungBerat: Besl Plat Untuk3' x 6' = Tebalx 13.13= Beral 4'x 8'= Tebalx23,33= Be-rat 5' x 20'= Tebalx72.88= Berat 6' x 20'= Tebalx 87,443= Berat PfatKapal: Inchx 25,4x72,88| 87,44 CaraHitungSiku Lebarx Tebalx 6 mt x 1512= Berat
42
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