Data Teknis Vsl Stress Bar - Vsl Stress Bar Technical Data

DAta Teknis Kabel Stay VSL - VSL Stay Cable Technical Data

Pipa Stainless Steel Produksi Spindo Indonesia

Data Teknis Pipa Stainless Produksi Spindo Indonesia

Data Teknis Pipa Stainles Steel

Range Ukuran Pipa Stainless Steel

Data Demensi paku - nail steel profile demension

Product Specification

Refer to JIS A5508 TYPE N-FC-SM

Type	Length		Shank		Length of	Head
	Nominal Length	Tolerance	Ø	Tolerance	Point	Ø	Angle
	( mm )	( mm )	( mm )	( mm )	(mm)	( mm )
PKU 1½"	38	± 2.0	2.15	±0.06	1.7 - 4.3	5.1	± 120°
PKU 2"	50	± 2.5	2.75	±0.06	2.2 - 5.5	6.6	± 120°
PKU 2½"	65	± 3.0	3.05	±0.08	2.4 - 6.1	7.3	± 120°
PKU 3"	75	± 3.5	3.40	±0.08	2.7 - 6.8	7.9	± 120°
PKU 3½"	90	± 4.0	3.75	±0.08	3.0 - 7.5	8.8	± 120°
PKU 4"	100	± 4.5	4.20	±0.10	3.4 - 8.4	9.8	± 120°
PKU 5"	125	± 5.0	5.20	±0.10	3.7 - 9.2	10.3	± 120°

Data Demensi Profil Baja jaring - wire mesh steel profile demension

Wire Mesh

Product Specification

Refer to JIS G3551 - WFR

Specification	Units	WMS	WMG	WMS	WMG	WMS	WMS	WMS	WMS
		5	5	6	6	7	8	9	10
A. Material / Ribs Wire
Diameter	mm	4.80 - 5.20		5.80 - 6.20		6.80 - 7.20	7.80 - 8.20	8.80 - 9.20	9.80 - 10.20
Weight / units length	gr/m	142 - 167		207 - 237		285 - 319	375 - 415	477 - 522	592 - 641
Tensile Strength	N/mm2	min 490		min 490		min 490	min 490	min 490	min 490
Yeild Strength	N/mm2	min 400		min 400		min 400	min 400	min 400	min 400
Elongation	%	min 8		min 8		min 8	min 8	min 8	min 8
B. Product / Wire Mesh
Type	unit	sheet	roll	sheet	roll	sheet	sheet	sheet	sheet
Number of Line Wire	pcs	15	15	15	15	15	15	15	15
Number of Cross Wire	pcs	36	360	36	360	36	36	36	36
Pitch ( length x width )	mm	150 x 150		150 x 150		150 x 150	150 x 150	150 x 150	150 x 150
Dimension ( length x width )	M	5.4 x 2.1	54 x 2.1	5.4 x 2.1	54 x 2.1	5.4 x 2.1	5.4 x 2.1	5.4 x 2.1	5.4 x 2.1
Packaging	units/pcg	25	1	25	1	20	20	15	15

Data demensi Profil baja tulangan - plain and deform bar steel profile demension

Round Bar/ Plain Bar/ Beton Polos

According to JIS 3112

Code	Diameter		Weight		Cross Section
	( mm )		( kg / m )		Luas Penampang
	Nominal	Tolerance	Nominal	Tolerance	( mm 2 )
RB - 10	10	+/- 0.4	0.617	6%	78.5
RB - 12	12	+/- 0.4	0.888	6%	113.1
RB - 16	16	+/- 0.5	1.578	5%	201.1
RB - 19	19	+/- 0.5	2.226	5%	283.5
RB - 22	22	+/- 0.5	2.984	5%	380.1
RB - 25	25	+/- 0.5	3.853	5%	490.9
RB - 28	28	+/- 0.6	4.833	4%	615.8
RB - 32	32	+/- 0.6	6.313	4%	804.2
RB - 50	50	+/- 0.8	17.40	4%	1963.5

Deformed Bar/ Beton Ulir

According to JIS 3112

Code	Diameter		Weight		Cross Section	h	p	b
	( mm )		( kg / m )		Luas Penampang	Tinggi Sirip	Jarak Sirip	Lebar Rusuk
	Nominal	Tolerance	Nominal	Tolerance	( mm 2 )	( mm )	( mm )	( mm )
DB - 10	10	+/- 0.4	0.617	6%	78.5	0.5	7.0 max	7.9 max
DB - 13	13	+/- 0.4	1.042	6%	132.7	0.7	9.1 max	10.2 max
DB - 16	16	+/- 0.5	1.578	5%	201.1	0.8	11.2 max	12.6 max
DB - 19	19	+/- 0.5	2.226	5%	283.5	1.0	13.3 max	14.9 max
DB - 22	22	+/- 0.5	2.984	5%	380.1	1.1	15.4 max	17.3 max
DB - 25	25	+/- 0.5	3.853	5%	490.9	1.3	17.5 max	19.7 max
DB - 29	29	+/- 0.6	5.185	4%	662.5	1.4	20.3 max	22.8 max
DB - 32	32	+/- 0.6	6.313	4%	804.2	1.6	22.4 max	25.1 max

Data demensi Profil baja kastilated dng plat tambahan - honey comb - castellated steet profile demension

HoneyComb (Add Plate)

Sectional Index
Original			Castellated			Weight
mm			mm			Kg/m
100	x	100	200	x	100	18.55
150	x	75	300	x	75	15.50
150	x	150	300	x	150	33.60
200	x	100	400	x	100	23.50
200	x	100	396	x	99	19.90
200	x	200	400	x	200	53.00
250	x	125	500	x	125	32.50
250	x	125	496	x	124	28.10
250	x	250	500	x	250	76.80
300	x	150	600	x	150	40.50
300	x	150	596	x	149	35.20
300	x	300	600	x	300	99.90
350	x	175	700	x	175	54.40
350	x	175	692	x	174	45.40
350	x	350	700	x	350	141.62
400	x	200	800	x	200	72.30
400	x	200	792	x	199	62.10
450	x	200	900	x	200	83.90
500	x	200	1,000	x	200	99.50
600	x	200	1,200	x	200	118.50
588	x	300	1,176	x	300	165.00
400	x	400	800	x	400	177.50
700	x	300	1,400	x	300	191.10
800	x	300	1,600	x	300	218.0