TABEL BESI - LOKAL

DAFTAR ISI

1. Besi Plat Put ih (Cold Rol l Steel Sheet)2. Besi Plat ( l t f l i ld Steel Sheet)3. Besi Plat Kapal (ShiP Plate)4. Borders Plat (Flo or Plate)5. Besi Str ip (Flat Bar)5. Besi Beton (Round Bar)7. Bbsi Beton Standard Berat Nomimal Sl lB. Besi Siku (Equel Angle Bar)9. Kanal C (Lip Channel)10. Kanal U (Channel)11. lN P12. W F Beam (Wide Flange)1 3. H Beam14. Assentaal (Shaft ing Bar)15. Pipa Hitam & Air Medium

(Black & Galvanized Welded Steel Pipe)16. Pipa Hitam & Air Light

(Black & Galvanized Welded Steel Pipe)Pipa Hitam & Air Class A - 1(Black & Galvanized Welded Steel Pipe)Carbon Steel Pipe for Pressure Schedule 40Carbon Steel Pipe for Pressure Schedule 80Seam Less Boi ler TubesPipa Hitam STK 41 - JLS. G - 3444Pipa Stal-Buis (Furniture & Conduit Tubes)Pipa Persegi (Square & Rectangular Tubes)Pipa Kembang (Pipa Runcing (Fork)/(Taper Pipe)

25. Besi Enam Persegi26. Besi Empat Persegi27. Stainless Steel Round PiPe28. Stainless Steel Rectangular Pipe/ r n r n r ^ l - l ^ ^ ^ ( 1 r ^ - l ^ l - ^ ^ 3

I

2-34-5o

7 -8I - 101112-1314151617 - 18192A -23

17.

18.19.20.21 ,22.23.24.

24

ZJ

26272829303132

333435-3637-394AA 1

PT. TIENRYTEKNIK IUANDIKI

BESI PLAAT PUTIH(Cold Roll Steel Sheet)

SIZE WEIGHT

0,35 mm x 3' x 6' 4,59 Kg

0,50 mm x 3' x 6' 6,56 Kg

0,60 mm x 3' x 6' 7,BB Kg

0,65 mm x 3' x 6' 8,65 Kg

1,80 mm x 4' x 6' 42 Kg

1,40 mm x 4' x 6' 33 Kg

1,20 mm x 4' x 6' 28 Kg

1,00 mm x 4' x 6' 23,33 Kg

0,90 mm x 4' x 6' 21,00 Kg

0,80 mm x 4' x 6' 18,70 Kg

0,70 mm x 4' x 6' 16,30 Kg

0,70 mm x 3' x 6' 9,19 Kg

0,80 mm x 3' x 6' 10,50 Kg

0,90 mm x 3' x 6' 11 ,80 Kg

1,00 mnt x 3 'x 6 ' 13,13 Kg

1,20 mm x 3' x 6' 16 Kg

1,40 mm x 3' x 6' 18,50 Kg

0,50 mm x 4' x B' 11,66 Kg

0,65 mm x .{ ' x 8' 15,40 Kg

PT, HENRY TEKNIK IVIANDIKI

BESI PLAAT(Mild Steel Plate)

SIZE WEIGHT

1,22 mm x 3' x 6' 16 Kg1,2 mm x 4'x 8' 2B Kg1,4 mm x 3'x 6' 18,5 Kg

'1..1 rnrn x .t ' x 8' 33 K91.5 mm x 4 ' x 8 ' 35 Kg1.8 mrn x . l ' x 8 ' 42 KgI ,9 mm x . t ' x 8 ' 44,5 Kg2 nlrn x .{' x 8' 46,7 Kg) 1 n r rnxJ ' x8 ' 54 Kg2.6 mm x ̂ t ' x 3 ' 61 Kg?.8 nr rn r . t ' x I ' 65,5 Kg2 .9 mm x J ' x 8 ' 68 Kg3 rn rnxJ ' x3 ' 70 Kg3.2 mm x J ' x 3 ' 7s Kg3,s mm x . l ' x S ' 88,7 KEJ mmxJ 'xS ' 93,5 K g

J.? nrrn x J ' x 3 ' 98 KgJ J mmx{ 'x3 ' 103 Kgr .5 rn rnx . l ' x3 ' 10s Kgr .3 rn rn x J 'x 3 ' 112 Ks

2

PT. HENRY TEKNIK MANDIRI

BESI PLAAT( f \ , l i ld Steel Plate )

slzE WEIGHT

5 mmx4'x8'= 117 kg

5,8mmx4'x8'= 135,5 kg

6 mmx4'x8'= 140 kg

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'= s13 kg

25 mmx4'x8'= 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'= 1 750 kg

100 mmx4'xB'= 2333 kg3

PT. NDNRY TEKNIK IVIANDIRI

BESI PLAAT KAPAL(Ship Plate)

-T

SIZE VVEIGHT

3/16" x 5' x2A' = 347 kg3116" x 6' x 20' = 417 kg1/4" x 5' x 20' = 463 kg1/4" x 6' x 20' = 556 ko5/16" x 5' x 20' = 579kg5/1 6"' x 6' x 20' = 6e5 kg3/8" x 5' x 20' = 69a kg3/8" x 6' x 20' = 833 kg7/16" x 5' x 20' = 810 kg7116" x 6'x 20' = e72 kg1/2" x 5' x 20' = 926 ko1/2" x 6' x 20' = 1112 kg9/16" x 5' x 20' = 1 042 kg9/16" x 6" x 20' = 1251 kg518" x 5' x 20' = 1158 kg

5/8" x 6' x 20' = 1 390 kg

314" x 5' x 2O' = 1 389 kg

3/4' x 6' x 20' = 1 667 kg

1' x 5'x20'= 1 852 kg

1" x 6'x2Q' = 2223 kgI

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'= 1 385 kg

22 mmx5'x20'= 1 604 kg

25 mmx5'x20'= 1822 kg

4.5 mm x 5'x2O' = 39-1 kg

6 mmx6'x20'= 525 kg

8 mmx6'x20'= 700 kg

I mmx6'x20'= 7BB kg

10 mnlx6'x20'= 875 kg

12 mmx6'x20'= 1 050 kg

16 mmx6'x20'= 1 400 kg

19 mmx6'x20'= 166'1 kg

22 mmx6'x20'= 1 926 kg

25 n1mx6'x20'= 21 88 kg3

PT. HENRYTEKNIK MANDIRI

BORDES PLAAT

(Floor Plate)

srzE WEIGHT

2,3 x 4 'x 8 ' = 59 kg

3 x4 'x8 ' = 75 kg

3,2x4 'x8 ' = 80 kg

4 x4 'x8 ' = 98.5 kg

4,5x4 'x8 '= 110 kg

5 x4 'x8 ' = 112 kg

6 x4 'x8 ' = 1.15 kg

I x - l ' x8 '= 192 kg

(t

PT. HENKYTEKNIK MANDIRI

BESI STRIP{FlatBar) @6mt

+

+

SIZE WEIG HT

3 mmx16 mm = 2,26 Kg

3 rnmx19 mm = 2,68 Kg

3 mm x25 nlm = 3,54 Kg

3 mmx30 mm = 4,21 Kg

4 nrmx19 mm = 3,56 Kg

4 nlm x25 mm = 4,68 Kg

4 mmx30 mm = 5,61 Kg

4 mm x32 mm = 5,99 Kg

4 mmx3B mnl = 7,11 Kg

,1 mmx50 mnl = 9,3 6 Kg

4,5mmx19 mm = 4,0.1 Kg

^1,5 mm x 25 mn1 = 5,30 Kg

4,5 nrm x 32 mnl = 6,90 Kg

4,5mmx38 mnl = 9,13 Kg

4,5mmx50 mm = 10,53 Kg

5 mmx19 mnl = 4,50 Kg

5 mmx25 mm = 5.65 Kg

5 mnl x30 mm = 7 ,02 Kg

5 mmx32 mrn = 7,50 K g

5 mmx38 nlm = 8.90 Kg7


BESI STRIP(FIatBar) @6mt

, SIZE

5 mmx 50 mm

6 mm x 19 mm

6 mmx 25 mm

6 mmx 32 mm

6 mmx 38 mm

6 mmx 50 mm

6 mmx 65 mm

6 mmx 75 mm

9 mmx 38 mm

I mmx 50 mm

I mmx 65 mm

9 mmx 75 mm

I mm x 100 mm

12mm x 38 mm

12 mm x 50 mrn

12 mm x 65 mm

12 mm x 75 mrn

12 mm x 100 mm

WEIGHT

11 ,70 kg

5,37 kg

7,24 kg

9,22 kg

10,80 kg

1 3,86 kg

1 8,50 kg

22,00 kg

16,15 kg

21,00 kg

27,50 kg

31 ,50 kg

-12,20 kg

21 ,50 kg

29,50 kg

37,00 kg

42,36 kg

56,62 kg

PT. HENKY TDKNIK MANDIKI

BESI BETON(Hound Bar) @ 12 mt

SIZE WEIGHT

4 mm= 1,50 Kg

5 mm= 1,85 Kg

5,5 mm = 2,23 Kg

5,7 mm = 2,40 Kg

6 rnm= 2,66 Kg

6,5 mm = 3,13 Kg

6,8 mm = 3,42 Kg

7 mm= 3,63 Kg

I mm= 4,7 4 Kg

8,5 mrn = 5,35 Kg

9 mm= 6Ks10 mm = 7,40 Kg

12 mm= 10,70 Kg

13 rnm = 12,5A Kg

14 mm= 14,50 Kg

15 mm = 16,65 Kg

16 mm = 19 Kg

17 mm= 21 ,40 Kg

17,5 mm = 22,50 Kg

1B mm 24 Kgo

PT. HENRY TEKNIK IIIANDIRI

BESI BETON(Round Bar) @ 12 mt

SIZE WEIGHT

19 mm = 26,90 Kg

20,5mm = 30 Kg

22mm= 35,80 Kg

23,5mm = 40 Kg

24 mm 42,60 Kg

25 mm 46,20 Kg

28 mm = sB Kg

32 mm 75,72 Kg

10

PT. IIENKY TBKNIK MANDIRI

Standar Berat NominalBESI BETON

Berdas arkan Sll-0136-1 980

KGJMeterDef ormed

0,222

0,395

0,499

0,617

0,888

1 ,04

1,21

1,58

2,40

2,23

2,47

2,98

3,85

4,83

5,19

6,3 1

7,9I

9,87

1 5,40

D.6

D.8

D.9

D. 10

D. 12

D. 13

D, 14

D. ,16

D, 18

D, 19

D. 2A

D. 22

D. 25

D. 28

D. 29

D. 32

D. 36

D. 40

D. 50

P.6

P,8

P.9

P, 10

P. 12

P. 13

P. 14

P, 16

P. 18

P. 19

P. 20

P. 22

P. 25

P, 28

P.

P. 32

Berat Nominal Per Satuan PaKGJ12 Meter

2,66

4,7 4

5,99

7,40

10,66

12,48

14,52

18,96

24,00

26,76

29,64

3 5,76

46,20

57,96

62,28

75,72

95,88

118,44

1 84,80

PT. NENRY TEKNIK MANDIRI

BESI SIKU(Equal Angle Bar) @ 6 mt.

SIZE WEIGHT

20x2}x 3 = 5,31 kg

25x25x 3 = 6,72 kg

30x30x 3 = 8,16 kg

40x40x 3 = 11,00 kg

40x40x 4 = 14,50 kg

4Ax40x 5 = 17,70ks50x50x 4 = 18,50 kg

50x50x 5 22.60 kg

50x50x 6 = 26,58 kg

50x60x 5 = 27,30 kg

60x60x 6 = 32,50 kg

65x65x 5 = 35,50 kg

71x70x 7 = 44,30 kg

75x75x 6 = 41,22 kg

75x75x I = 54,20 kg

75x75x I = 59,76 kg

80xB0x I = sB kg

90x90x I 73,20 kg

100 x 100 x 8 = 73,2A kg

12

PT. TIENKY TDKNIK TVIANDIRI

BESI SIKU(Equal Angle Bar) @ 6 mt.

SIZE WEIGHT

100 x 100 x 10 = 90,60 kg

120x12ox B 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 = 202 kg

200 x 200 x 15 = 272 kg

200 x 200 x2A = 358,20 kg

13

PT. HENRY TEKNIK IVIANDIKI

KANAL " C' '(LipChannel) @ 6mt.

SIZE WEIGHT

60 x 30 x 10 x 1,6 = 9,80 kg

60x30x10x2,3= 1 3,50 kg

75x35x15x1,5 = 12 kg

75 x 45 x 15 x 1,6 = 14 kg

75 x 45 x 15 x 2,3 = 1 9,50 kg

75x45x20x2,3 = 19,50 kg

100x50x20x2,3 = 24,35 kg

100x50x20x3,2= 33 kg

125x'50x20x2,3 = 27,06 kg

125x50x20x3,2= 37 kg

150 x 65 x 20 x 2,3 = 33 kg

150x65x20x3,2= 45,06 kg

200x75x20x3,2 55,62 kg

150x50x20x2,3 = 30 kc150x65x20x3,2= 40,60 kq

t lI 1I '-'Ia

III

{ r14

PT. TIENKY TEKNIK IVIANDIKI

KANAL "U "(channel) @ 6 mt.

{tIt!u- - .-

SIZE WEIGHT

50x 38x5 = 31 kg

65x 42x 5,5 = 42 kg

80x 45x 6 = 50 kg

100x 50x 6 = 56,2 kg

120x 55x 6 = 80,4 kg

125x 65 x 6 80,4 kg

140 x 60 x 7 96 kg

150 x 75 x 6,5 112 kg

1B0x 75 x 7 = 128 kg

200x 80 x 7,5 = 148 kg

220x 80 x I = 187,5 kg

240 x 85 x 9,5 20s kg

250x 90 x 9 = 208 kg

260 x 90 X 10 228 kg

280x 95 x10 = 250 kg

300x 90x 9 = 229 kg

300 x100 x 10 = 278 kg

15


l . N.P.@ 12 mt.

SIZE WEIGHT

100x 50x 4,5 X6,8= 100,08 kg

120x 50x 5,1 X7,7= '133,2 kg

140x 66x 5,7 = 171,6 kg

160x 74x 6,3 = 214,9 kg

180x 80x B = 258 k9

180x 82x 6,9 = 262,8 kg

200x 90x 7,5 = 314,4 kg

22Qx 98x 8 ,1 = 37 3,2 kg

240 x 106 x 8,7 = 434,4 kg

260 x 113 x 9, ,1 = 504 kg

280 x 11 9 x10,1 = 574,9 kg

300 x 125 x 10,8 = 56s kg

320 x 131 x 11,5 = 732 kg

3-10 x 137 x 12,2 = E16 kg

360x 1-15x = 926 kg

390x 150x = 1017 k9

400x 155x = 11s6 kg

-150 x 170 x 16,2 = 1350 kg

500x 185x 18 = 1692 kg

16

PT. HENKY TEKNIK MANDIKI' - i 1

tsESI W F(Wide Flange Beam)

->

SIZE THICIi\ESS LENGTH WEIGHT

H XB t l xt2112 Kg100 x 50x 5 x 7 lZ t \ l

725 x 60x 6 x 8 12 TI 158..{ Kg

253.2 Kg148 x100x 6 x I 12 i \ I

150 x 75 x 5 x 7 12 i \ l 168 Kg

217.2 KgI75 x 90x'5 x 8 l2 l I

198 x 99 x 4,5x 7 12 l l 218,.1 Kg

?00 x100x 3,2x 4,5 12 i \ l 1-13 Kg

256 Kgioo x loo xaiiD q-J - l2 i\I

218 x 721 x 5 x 8 12 l I 308.4 Kg

3s5.2 Kg250 x 125 x 6 x I 12 NI

38J Kg298 x 119 x 6 x 8 12 NI

300 x 150 x 6,5x I I2 NI 110,4 Kg

197 Kg316 x 171 x 6 x I l2 i l l

350 x 775 x 7 .\ 1l 12 I I 593,2 Kg

679,5 Kg396 x 199 x 7 x 11 12 i \ I

400 x200x I x l3 12 i \ l 792 Kg

794,40 Kg416 x 799 x I x L2 l2 i \ lgLz Kg450 x ?00 x I x l4 l2 I I

496 x 199 x I .x t.:t 12 11 954 Kg

1.07s Kg500 x 200 x 10 x r6 12 l l

17


BESI W F

(Wide FlanEe Beam)

SIZE THICII\ESS LENGTH WEIGHT

H . \B t lxt2

588 x 300x l0 x 16 12 NI 1.812 Kg

596 .x 199 .x 9 x lJ 12 it l 1.135 Kg

600 x 200x 11 x 17 12 ilI 7.272 Kg

692 x 300x 13 x 2A 12 i \ I 1.992 Kg

700 x 300x 13 x 21 12M 2.?20 Kg

'E00 x 300x 14 .\ 26 12 II 2.520 Kg

900 x 300x 16 N 28 12 i\,I 2.916 Kg

18

PT. IIENRY TEKNIK IVIANDIKI

H. BEAM@ 12 mt.

slzE WEIGHT

100x100x 6 x 8= 206 k9

125 x 125 x 7 x 10 286 kg

150 x 150 x 7 x 10 378 kg

175x175x 7,5x 11 = 482 Rg

200x200x I x 12 59e kg

250x250x 9 X 14 869 kg

300 x 300 x 10 x 15 1128 kg

350x350x 12 x 19 1 644 kg

400 x 400 x 13 x 21 2064 kg

l r

t \

10

PT, NDNRY TEKNIK MANDIRI

BESf ASSENTAA!- (SS 41)

SIZE WEIGHTD

rl1" 6 }I 1,50 Kg

5/t6" 6NI 2,50 Kg

3/8" 6II 3,50 Kg

112" 6 ;,v*I 6Kg

5/8" 6i l l 9,50 Kg

3/1" 6Nr 13,50 Kg7 t8" 6}I 18,50 Kg

l " 611 24 Kg

| 1/1" 6NI 38 Kg

l 3/8 6l I 46 Kg

1 t/2" 6 ivl 54 Kg

t 311" 6 i\I 71,50 Kg7 , t 6NI 96 Kg

2 l/1" 6lr I22 Kg

2112" 6ilr 752 Kg

? 3/4" 6 !\I 183 Kg

3" 6i l I 276 Kg

3 1/?" 6i l I 296 Kg

4 r t 6 ivl 385 Kg

4u?" 6 NI 486 Kg

5" 6 i\I 597 Kg

6" 6NI 860 Kg

2C,

PT. TIENRY TEKNIK MANDIKI

BESI ASSENTAAL (S 4s c )SIZI i \vt i lc HT

D

105 ntm 6 i\l rl0lf Kg

I l0 r r r nt 6 r\l J5 1.5() Kg

l2 { ) l t t n t 6 i\l 535 Ks

130 r r tn t (r i\l 632 Kg

732 Kgl J ( ) r ru t t (r r\l

150 r rut t (r i\l tt3{ K g

160 r r r r t t (r i\l ,53,50 Kg

1 .0(r9 K g170 l r t r t t 6 t \ l

I t i0 trutt (r I l l . l ( ) .1.5t)Kg

r.Jl t t Ks190 r t tn t (r i\l

J00 l t t l t t 6 i \ l l .Js l Kg

21


BESI ASSENTAAL (S 4s C)S I Z E WEIGHl'

t)l l1" 6 i \ l I ,5O Kg

5/16" 6i lr 2,50 Kg

3/8" 6 i \ l 3,50 Kg

t/?" 6 i\ l 6 Kg

s/rJ " 6)r 9,50 Kg

3/1" (r i\l 13,50 Kg

7 /5" (r I I I I i ,50 Kg

l " 6 i\ l 21 Kg

I l /1" (r I l 3tt Kg

I t /? (r r\ l 5J,50 Kg

I J /J" (r i\ l 7J,50 Kg1 r l 6i l 97 Kg1 l l1" 6trr l3 l Kg

2 t /2" 6lr r5l Kg

7 311" - .6 i l I ril Kg

J' ' ( r ) l l l0 Kg

J I /J" 6 tr 2r7 Kg

J ' ' 6 , \ l 390 Kg

1U2" 6. \ l 1r7 Kg

i " 6 )t 601 K.rl

22 \

PT. HDNRY TEKNIK MANDIRI

BESI ASSENTAAL (ST 60)SI-LI i \V I i IG I {T

I)"

t /1" (r )l I ,50 K.g

5/ t6" (r NI 2.5() Ke

3/rJ " 6 i\l 3,50 K.g

t /2" (l r\l 6 Kg

5/8" 6Ir 9,50 Ke

J/+." 6 i \ l 13,50 Kg

7 /5" 6 t \ l I iJ ,5O Kg

l " (r r\l 3J Kg

I t /J" 3S Kg

I U7" 6I t 5J,50 K.g

I 3/J" f i , \ l 7d,50 Kg) . 1 6 Ir ,7 Kg

2 l / - t" 6 I t 123 Kg

7 l /2" 6 t t r52 Kg

2 Jl1" ( r I I I lJ3 Kg

J" ( r I l 310 Kg

J t / t" f i ) l 217 Kg

J ' ' f i l l 390 Kg

1l /2" 6 I l 1r7 Kg

5" 6 i \ l 60J Ks

23

PT. TIENKY TEKNIK MANDIKI

Pipa Hitam & AirBlack & Galvanized Welded Steel Pipe

BS. 1387 I 67 MEoluM

SIZE oD. TEBAL B E R AT Berat denganDraft & Soket

t l , , 21,4 mm 2,6 mm 1.22 Kg/m 1.23 Kg/m

"1,, 27,0 mm 2.6 mm 1.58 Kg/m 1.59 Kg/m

1" 33,7 mm 3.2 mm 2.44 Kg/m 2.46 Kg/m

1 '1r , , 42,4 mm 3.2 mm 3,14 Kg/m 3.17 Kg/m

1t l r " 48,3 mm 3.2 mm 3.62 Kg/m 3.66 Kg/m

2" 60,2 mm 3.6 mm 5.09 Kg/m 5.16 Kg/m

2, l r , , 76.0 mm 3.6 mm 6.52 Kg/m 6.64 Kg/m

3" 88.7 mm 4.0 mm 8.47 Kg/m 8.63 Kg/m

A . aI 1'13.9 mm 4.5 mm 12.10 Kg/m 12.40 Kg/m

5', 140.6 mm 4.8 mm ' l6.20 Kg/m 16.70 Kg/m

6" 166.1 mm 4.8 mnr 19.20 Kg/m 19.80 Kg/m

2rI

PT. NENRY TEKNIK IVIANDIKI

Pipa Hitam & AirBlack & Galvanized Welded Steel Pipe

BS. 1387 I 67 LrcHr

SIZE oD. TEBAL B E H AT Berat denganDraf t & Soket

,1, " 21,4 mm 2.0 mm 0.95 Kg/m 0.96 K/m, l r , 27,0 mm 2.3 mm 1.40 KSlm 1.42 Kdm

1' , 33,7 mm 2.6 mm 2.A1 Kglm 2.02 Kdm

1t l r " 42,4 mm 2.6 mm 2.57 Kg/m 2.60 Kdm

1r l r " 48,3 mm 2,9 mm 3.26 Kg/m 3.30 Kdm

2' , 60,2 mm 2.9 mm 4.11 Kg/m 4.18 Kdm

2r l , 76.0 mm 3.2 mm 5.80 Kg/m 5.92 Kdm3" 88.7 mm 3.2 mm 6.82 Kg/m 698 Kg/m

4" 113.9 mm 3.6 mm 9.88 Kg/m 10.20 K/m

5" 140.6 mm

5', 166.1 mm

25

nft

PT. TIENKY TEKNIK MANDIRI

Pipa Hitarn & AirBlack & Galvanized Welded Steel Pipe

BS. 1387 I 67 oALSS A_ 1

slzE oD. TEBAL B E R AT Berat denganDrat & Soket

,1", 21,4 mm 1.9 mm 0.91 Kg/m 0.98 K/m

" l r " 27,0 mm 2.1 mrn 1.28 Kg/m 1.37 Ky'm

1' , 33,7 mm 2.45 mm 1.88 Kg/m 2.03 Kg/m

1r l , " 42,4 mm 2.45 mm 2.40 Kdm 2.60 Kdm

l r l r ' 48,3 mm 2.60 mm 2.92Kglm 3.17 K/m

2' 60,/mm 2.60 mm 3.67 Kg/m 4.00 Kg/m

2, l r ' 76.0 mm 3.00 mm 5.37 Kg/m 5.87 Kdm

J 88.7 mm 3.00 mm 6.31 Kg/m 6.93 Kg/m

4" 113.9 mm 3.25 mm 8.83 Kg/m 9.78 Kdm

5" 140.6 mm 3.60 mm 12.17 Kg/m 13.41 Kdm

6" 166.1 mm 3.60 mm 14.43 Kg/m 15.90 Kg/m

26

PT. NENRY TEKNIK'MANDIKI

Carbon Steel Pipe For Pressure Schedule 40

SIZE OD. TEBALt l r, 2

'2 , l lJ I A =

{ l l

l =

1' l , " =

1 l l t t -, , 7

,t tll =

t t l n -- t 2

? r .

4"=q r l

e r l

8" =

10" =

12" =

14" =

16" =

21,7 rnlm

27,2 rnlm

34 m/m

42,7 rnlm

48,5 m/m

60,5 m/m

75,3 m/m

89,1 m/m

114,3 mlm

139,8 m/m

165,2 rnlm

216,3m/m

267,4 mlm

318,5 m/m

355,5 m/m

406,4 mlm

16,1 m/m

21,4 mlm

27,2 mlm

35,5 mlm

41,2 m/m

52,7 mlm

55,9 m/m

78,1 mlm

1A23 mlm

126,6 mlm

151 mlm

199,9 mlm

248,8 mlm

297,9 mlm

333,4 mlm

393,7 mlm

2,8 mlm

2,9 mlm

3,4 n{m

3,6 mlm

3,7 mlm

3,9 m/m

5,2 mlm

5,5 m/m

6 mlm

5,6 m/m

7,1 rnlm

8,2 mlm

9,3 m/m

10,3 m/m'11

,1 m/m

12,7 nlm

1,31 Kg

1,74K9

2,57 Kg

3,47 Kg

4,10 Kg

5,44 Kg

9,12 Kg

11 ,3 Kg

16 Kg

21,7 Kg

27,7 Kg

42,1 Kg

59,2 Kg

78,3 Kg

94,3 Kg

123 Kg

7 ,86

10,44

15,42

2A,82

24,6

32,64

54.72

67.90

5 0

130,2

155,2

252,6

355,2

469,9

555,8

738

PT. TIENKY TEKNIK MANDIKI

Carbon Steel Pipe For Pressure Schedule 80

9,84

13,44

19,52

27,42

32,92

44,76

72

91,8

134,4

183

250,8

382,8

563,4

774

948

1218

1,64 Kg

2,24 Kg

3,27 Kg

4,57 Kg

5,47 Kg

7,46 Kg

12 K9

15,3 Kg'22,4 Kg

30,5 Kg

41,8 Kg

63,8 Kg

93,9 Kg

12s Kg

158 Kg

203 Kg

14,3 'm/m

19,4 m/m

25 m/m

32,9 m/m

38,4 m/m

49,5 rn/m

62,3 m/m

73,9 m/m

97,1 m/m

120,8 m/m

143,2 m/m

190,9 m/m

237,2 m/m

283,7 m/m

317,6 m/m

363,5 m/m

3,7 rnlm

3,9 m/m

4,5 m/m

4,9 m/m

5,1 m/m

5,5 m/m

7 rn/m

7,6 m/m

8,6 m/m

9,5 m/m

11 m/m

12,7 m/m

15,1 m/m

17,4 m/m

19 m/m

21,4 m/m

, l r ,

" l r ,1 '

1 ' l r ,

1r l r ,

?',.

2rlr'

3n

4"

5"

6"

8',

10"

12"

14"

16' ,

2t

PT. HBNRY TDKNIK MANDIRI

SEAM LESS BOILER TUEES

TEBAL

13,5 m/m

17,2 mlm

21 ,3 m/m

26,9 m/m

33,7 m/m

31 ,8 m/m

42,4 m/m

44,5 m/m

38 m/m

48,3 m/m

60,3 m/m

57 m/nr

76,1 m/m

88,9 m/m

11{.3 nr /nr

139,7 nr /nr

168,3 m/nr

1,8 mlm

1,8 m/m

2 m/m

2,3 mlm

2,9 mlm

2,9 mlm

2,6 mln1.

2,6 mlm

2,6 mlm

2,9 nr/m

2,9 nt /m

?,9 m/m

2,9 mlm

3,2 mlm

^1 m/nr

.1 m/nr

-1.5 m/nr

9,9 m/m

13,6 m/m

17,3 mlm

22,3 m/m

30,8 m/m

26 m/m

37 ,2 m/m

39.3 m/m

32,8 m/m

42,5 rnlm

5.1,5 rnlm

51,2 rn/m

70,3 m|m

82,5 rnlm

106,3 m/m

131 ,7 m/m

159.3m/m

0,522

0,694

0,962

1,41

2,22

2,069

2,57

2,69

2,27

3,27

4,1 4

3,87

5,28

6,81

11

13,{

18,18

3,13

166,34

5,772

9,46

13,32

12,409

15,42

15,14' 13,62

19,52

24,91

23,22

31,68

40,86

66

80,.10

109.09

29

.PT. HENRY TEKNIK IVIANDIRI

PIPA HITAM STK 41 - JLS.G _ 3444

srzE oD. TEBAL Kg/M Ks/6 M

2t I , " = 76,3 m/m

3"

4"

= 89,1 m/m

= 114,3 m/m

5"

6"

= 139,8 m/m

= 155,2 m/m

7"

8"

= 190.7 m/m

= 215,3 m/m

10"

12"

14"

= 267 ,4 m/m

= 318,5 m/m

= 355,6 m/m

2,8

3,2

312

3,5

4,5

4,5

4,5

5

5,3

5,8

9,2

6,6I r't

\7,9

m/m

m/m

m/m

m/m

m/m

m/m

m/m

m/m

m/m

m/m

m/m

m/m

m/m

m/m

5,08 Kg

5,77 Kg

6,78 Kg

9,56 Kg

12,2 Kg

1s Kg17,8 Kg

19,8 Kg

24,2 Kg

30,1 Kg

42,1 Kg

42,4 Kg

s3 Kg

67,70 Kg

30,48 Kg

34,52 Kg

40,68 Kg

57,36 Kg

73,20 Kg

90 K9

105,80 Kg

118,80 Kg

145,20 Kg

180,60 Kg

252,60 Kg

254,40 Kg

318 Kg

8406,20 Kg

30

PT. TIENKY TDKNIK MANDIKI

PIPA STAL - BUISFURNITURE & CONDUIT TUBES

o D SIZE V/ALLTHICKENESS

mm

CALC U LATEDWEIGHTKgs/mINCH ES mm

t/, 12.7 0.9 0.265

9116 14.3 0.9 0.298

slB 1 5.9 0.9 0.332

3/4 1 9.1 0.9 0.4 03

7t8 22.2 1.0 4.524

15/16 23. B 1.0 0.551

1 25.4 1.2 0.7 17

1 - 1t8 2 8.6 1.2 0.810

1 - 1t4 31.8 1.2 0.810

1-3t8 35.0 1.41 .4 0.905/1 . 1 5B

1 - 1t2 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 5 0.8 1.4 1.706

2 1t4 57.2 1 ..t 1 .926

31

PT.-NENRY TEKNIK MANDIKI

PIPA PERSEGISOUAHE & RECTANGULAR TUBES

La \,

SIZEMM

Wall ThickenessMM

Calculated WeightKgs/m

\ 12'12xf2l ' / ) 0.9 0.332

15 x 15 0.9 0.403

20 x 2o 'Q,d J &fD 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' l 5

20x4O 1.0 0.915

25x 50 1.4 1.597

20x 60 1.4 1.926

PT. NENRY TEKNIK MANDIKI

PIPA KEMBANG

SIZEODin

RA

L (mm)

RB

L (mm)

RC

L (mm)

RD

L {mm)

5ta

3t4

1

1-118

1-114

1-1t2

85

240

240

6

240

200

90

90

240

240

240

240

90

240

280

P|PA BUNCTNG (FOnK)(TAPER P|PE)

D

in MM

PRODUCT DIMENSIONdl LMM Mtujr

7t8 22,2 12,7 340{I 25,4 17,37 340

1-114 31,75 17,98 380

1-1t2 34,1 25,98 380

33


BESI ENAM PEBSEGI

(Cold Drawn Hexagonal Bar)

stzE \YEIGHTD

rl4" 6 i\I ! ,70 Kg

5/16" 6 i\I 2,60 Kg

3/E" 6 i\I 3,70 Kg

tl2" 6 ivl 6,74 Kg

5/8" 6 ivl 10,30 Kg

311" 6 i\I ls Kg

718" 6 I\I 20,40 Kg

l r t 6ilr 26,70 Kg

1 1/4" 6 i\{ 12 Kg

I llz" 6 i\{ 60 Kg

| 311, ' 6 ill 81,20 Kg7 t l 6 i\l 105,20 Kg

2 111,, 6 i\I 133,50 Kg

2 u2" 6 t\I 16s Kg

2 3/4" 6 i\.1 201 Kg

3" 6 i\{ 211.,50 Kg

34


BESI EMPAT PERSEGI(Mild Steel Square Bar)

SIZEA x B

318" x 3/8 " .6II4Kg

(9mmx9mm)

7/2" x 7/2" -6lr7Kg

(12 mm x 72 mm)

518" x s/8" -6NItz Kg

(16 mm x 16 mm)311" x 3/1" 6 } I

17,1 Kg(19 mm x 19 mm)

7/8" x 7 /8" 6 }I22,8 Kg

{22 mm x 22 mm)

l " x 1" . 6 TI30 Kg

(25 mm x 25 mm)

I l /8" .\ I 1/8" .6)r37 Kg

(28 mm x 28 mm)

1v4" x 7 711" 6 }I48,5 Kg

(32 mm x 32 mm)

1 7/2" x | 7/2" 6 } I68 Kg

(38 mm x 38 mm)

\ 3/4" x 13/1" 6 I I9t Kg

(4J mm x 4-1 mm)1 r ) X

' ) ' t - 6 l l118,5Kg

50(50 mm x mm)

35

PT. HDNKY TEKNIK MANDIRI

BESI EMPAT PERSEGISIZE WEIGHT

A X B2112" X 2112" -6M

199 Kg(65 mm x 65 mm)3" X 3" - 6 M

265 Kg(75 mm x75 mm)4" X 4" .6M

471 Kg(100 mm x 100 mm)

max

PT. TilENRY TEKNIK MANDIKI

STAINLESS STEEL ROUND PIPE

SIZE

WEIGHT/MFTEHNOMINALS IZE(in ch )

O UTSIDEDIAMETER

(mrn)

THIC KN ESSt = (tebal)

(mm)

112" 12 ,7

0,8 0,24 kgi m1,0 u,29 Kg/m

1,2 0,35 kC/m1,5 0,42 kg/m

5/8 ' 15, I

0,8 0,30 kg/m1,0 0,37 kg/m1,2 0,44 kg/m1.5 0,54 kq/m

314" 19 05

0, I 0,30 kg/m1,0 0,45 kq/m1,2 0,54 kq/m1,5 0,66 kg/m

718 ' ] ' 22,21,0 0,53 kq/m1,2 0,63 kg/m1,5 0,78 kg/m

1" 25,4

0,8 0,49 kg/m1,0 0,61 kg/m

1,2 0,73 kg/m1,5 0,90 kg/m

2,0 1,17 Rglm2,5 1,43 kg/m

37

PT. HENKY TEKNIK MANDIRI


S IZE

WEIGHT/METEBNOMINAL

SIZE( inch)

OUTSIDEDIAMETEB

(mm)

THICKNESSt = { tebal )

(mm)

1-1 14" 31 ,B

1,0 0,77 kg/m1 ,2 0,92 kg/m1,5 1 ,1 4 kg/m2,0 1,49 kg/m2,5 1,83 kg/m

1-1 l2 39,1

1,0 0,93 kglm1 ,2 1,11 kg/m1,5 1,37 kq/m2,0 1,81 kq/m2,5 2,23 kc/m3,0 2,63 kg/m

2 r 50,8

1,0 1,25 ke/m1 ,2 1.-19 kq/m1,5 1,85 kg/m2,0 2.44 kg/rn2,5 3,02 kg/m3,0 3,59 kdm

2.1l2 63,5

1,5 2.33 kg/m2,0 3,08 kg/m2,5 3,81 kg/m3,0 .1,5J ky'm

J 76,2

1,5 2,80 kg/m2,0 3,71 kdm2.5 { ,61 kg/m3,0 5,-19 kg/m

38

PT. TIENRY TEKNIK MANDIRI


SIZE

WEIGHT/METERNOMINALSIZE( inch)

OUTSIDEDIAM ETER

(mm)

THICKNESSt = ( tebal )

( mm)

3-1 l2 88.9

2.4 4.35 kgi m

2.5 5.10 kg/m

3.0 5..1.1 kglm

4= 101 .5

2.0 4.98 kg/m2.5 6.1 I kg/nr3.0 7..10 k g/m

4-1 t2 11.1 .32.0 5.62 kg/m

2.5 6.99 kg/nr

3.0 8.3 5 kg/m

kr-) l-1


STAINLESS STEEL RECTANGULAR PIPE

SIZE THICKNESS WEIGHT IMETEB

201201,0 0 , 61 kg/m1 ,2 0 , 73 kg/m

251251,0 O ,77 kg/m1 ,2 O ,92 kg/m

30/301 ,2 1 , 11 kg/m1,5 1 ,37 kg/m

2014a1,2 1 , 11 kg/m1,5 1 ,37 kg/m

4A1401,2 1 , 49 kg/m1,5 1 , 85 kg/m

Iiirafl

4I

PT. HENKY TEKNIK IVIANDIRI

BESI PLAT STAINLESS STEEL(Stainless Steel Sheet)

s tz E WEIGHT

1 x 1 { X I

0.4 mm x l i l l x 2 . \ l 6J-l Kg

0.5 mmx l l l . \ 2) l 7,93 Kg

0.6 mm x l i \ l . \ 2 . \ l 9.52 Kg

0.7 mm .r l l l r 2) l I r , l0 Kg0.8 mm' x l , ! l . r 2 . \ l 12.70 Kg

0.9 mmx l i \ l x 2. \ l l-1.30 Kg

I mmx I l l x 2. \ l 1s.90 Kg1.5 rnm x I t l . r .2) l 23.E0 Kg2 mmx l iv t x 2. \ l 31.70 Kg

3 mmx l l.Lx 2 .\l 17.60 Kg

d mm .x l i \ l x 2 . \ l 63.J0 Kg

1.5 mm .x A , .\ 8', 35.{0 Kg1 mm .\ 1', x 8 ' J7.10 Kg

3 mm .x i l r{ .x 8' 70.70 KgI mmx .l' x8' 9J.50 Kg

J mmx 1', x 8 ' l l8 Kg

6 mm .x 4 ' x 8 ' l J l Kg

E mm .x 4', x8 ' lE9 Kg

l0 mrn x 4 ' x E ' 236 Kg

41


Cara hitung Berat : Besf BetonDia x Dia x 6165 x 12 mt ='berat

Cara Hhung Berat : Besi StriPTebal x Lebar x78 x 6 mt = Berat

Care Hitung Berat : Besl Plat

Untuk 3' x 6' = Tebal x 13.13 = Beral

4'x 8'= Tebal x23,33 = Be-rat5' x 20' = Tebal x72.88 = Berat6' x 20' = Tebal x 87 ,443 = Berat

Pfat Kapal : Inch x 25,4 x72,88 | 87,44

Cara Hitung Siku

Lebar x Tebal x 6 mt x 1512 = Berat

42

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TABEL BESI - LOKAL

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