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PT. VARIA USAHA BETON(GRUP SEMEN GRESIK)
DIMENSIONDIMENSION LENGTHLENGTHSPECIFICATION SPECIFICATION STEEL
OF BARSSTEEL OF BARS
WEIGHTWEIGHTAXIAL AXIAL LOADLOAD
CRACKING CRACKING MOMENTMOMENT
ULTIMATE ULTIMATE MOMENTMOMENT
BENDING BENDING MOMOMENTMOMOMENT
CmCm MM NosNosd d
(mm)(mm)SteelSteel Kg/mKg/m TonTon TonTon . M. M Ton . MTon . M
Ton . MTon . M
2020 x 20x 20< 6< 6 44 77
PC. PC. WireWire
969662.5162.51 1.011.01 1.711.71 0.850.85
77 44 77 62.5162.51 1.011.01 1.711.71 0.850.85
25 x 2525 x 25
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PT. VARIA USAHA BETON(GRUP SEMEN GRESIK)
YOUR CONCRETE PARTNER
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PT. VARIA USAHA BETON(GRUP SEMEN GRESIK)
SPECIFICATION OF MATERIALSPECIFICATION OF MATERIAL
ITEMITEM REFERENCEREFERENCE DESCRIPTIONDESCRIPTION
SPECIFICATIONSPECIFICATION
AggregateAggregate ASTM C33 ASTM C33 19991999
NI 2 PBI NI 2 PBI 19711971
StandartStandart Specification for Concrete
AggregatesSpecification for Concrete AggregatesIndonesianIndonesian
Concrete CodeConcrete Code
CementCement SNI 15 SNI 15 2049 2049 -- 20042004 Portland
CementPortland Cement Standard Product type IStandard Product type
ISpecial order : type II or VSpecial order : type II or V
AdmixtureAdmixture ASTM C494 ASTM C494 19851985 StandartStandart
SpecificationSpecification for Chemicalfor ChemicalAdmixture for
ConcreteAdmixture for Concrete
Type F : Water reducing admixturesType F : Water reducing
admixtures
ConcreteConcrete SNI 03 SNI 03 2847 2847 20022002 Indonesian
Concrete CodeIndonesian Concrete Code Compressive Strength at
:Compressive Strength at :28 days : 500 28 days : 500 kgfkgf/cm2
(cube)/cm2 (cube)
PC WirePC Wire JIS G 3536 JIS G 3536 19991999 Uncoated Stress
Uncoated Stress Relieved Relieved StellStell WireWireAnd Strand for
And Strand for PrestressedPrestressed ConcreteConcrete
SWPD 1SWPD 1
Steel Steel BarBar SNI 07SNI 07--20522052--20022002 Deformed
Steel Bars for anchor joint plateDeformed Steel Bars for anchor
joint plate BJTP 24BJTP 24
Joint PlateJoint Plate JIS G 3101 JIS G 3101 20042004 Rolled
SteelRolled Steel for General Structurefor General Structure SS SS
-- 400400
WeldingWelding ANSI / AWS D1.1 ANSI / AWS D1.1 19901990
Structural WeldingStructural Welding Code SteelCode Steel AWS A
S.AWS A S. 1 / E 60131 / E 6013NIKKO STEEL RB 26 / NIKKO STEEL RB
26 / RD 260, LION 26RD 260, LION 26Or equivalentOr equivalent
B Cm
Angkur besi beton
Spiral/sengkang
Tulangan Utama
POTONGAN A - A
A C
m
B Cm
Bracket
POTONGAN B - B
Tulangan Utama
Spiral/sengkang
A C
m
A X
B
166-75mm 56-25mm
UPPER
L = Meter
166-75mm56-25mm
A
6-150mm
B
BOTTOM
C = 0.21 LC = 0.21 L
A
A
A
Sengkang spiral 6 mm
B
B
PC. Strand 12 " Titik angkat
MIDDLE
B
B
B
Bracket
Note : Note : 1.1. UmurUmur pengirimanpengiriman minimal 10
minimal 10 harihari2.2. UmurUmur pemancanganpemancangan minimal 14
minimal 14 harihari
Kantor Kantor PusatPusat : Jl. : Jl. LetjendLetjend S. S.
ParmanParman 38 38 WaruWaru, , SidoarjoSidoarjo, 61256 , 61256
TelpTelp. . 031 031 8535049, Fax. 031 8535049, Fax. 031
85313968531396, E , E mail : mail :
[email protected]@variabeton.comHome Page : http :
//www.variabeton.comHome Page : http : //www.variabeton.com
Plant Plant BetonBeton PracetakPracetak : Jl. : Jl.
MayjendMayjend SungkonoSungkono DesaDesa SegoromaduSegoromadu
Gresik Gresik TelpTelp. . 031 031 3974719, Fax. 031 3974719, Fax.
031 39871753987175, E , E mail : mail :
[email protected][email protected] : :
TiangTiang PancangPancang, , SaluranSaluran, , PagarPagar
panelpanel
SQUARE PILESQUARE PILE
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DIMENSION LENGTH SPECIFICATION STEEL OF BARS
WEIGHT AXIAL LOAD
CRACKING MOMENT
ULTIMATE MOMENT
BENDING MOMOMENT
Cm M Nos d (mm)
Steel Kg/m Ton Ton . M Ton . M Ton . M
30 x 30
< 6 12 4 9.52
PC Strand
216
142.51 3.08 4.40 2.54
13 14 4 12.70 137.46 4.02 8.10 3.48
5 9.52 141.02 3.36 5.49 2.82
35 x 35
< 6 10 4 9.52
PC Strand 294
196.14 4.43 5.13 3.57
11 4 12.70 191.09 5.52 9.45 4.66
12 5 9.52 194.64 4.75 6.41 3.89
4 12.70 191.09 5.52 9.45 4.66
13 5 9.52 194.64 4.75 6.41 3.89
5 12.70 188.33 6.11 11.82 5.25
14 5 12.70 188.33 6.11 11.82 5.25
6 9.52 193.14 5.07 7.69 4.21
15 6 12.70 185.57 6.71 14.18 5.85
40 x 40
< 6 8 4 9.52
PC Strand 384
258.01 6.15 5.86 4.87
9 10 4 12.70 252.96 7.40 10.80 6.12
5 9.52 256.52 6.52 7.33 5.24
11 12 4 12.70 252.96 7.40 10.80 6.12
6 9.52 255.02 6.89 8.79 5.61
13 14 5 12.70 250.20 8.08 13.51 6.80
15 6 12.70 247.44 8.76 16.21 7.48
45 x 45
< 6 4 9.52
PC. Strand 486
328.14 8.32 6.59 6.50
7 104 12.70 323.09 9.72 12.15 7.90
6 9.52 325.14 9.15 9.89 7.33
11 14 5 12.70 320.33 10.49 15.19 8.67
15 6 12.70 317.57 11.26 18.23 9.43
50 x 50
< 6 4 9.52
PC. Strand 600
406.51 10.98 7.33 8.48
7 4 12.70 401.46 12.54 13.51 10.04
6 9.52 403.52 11.91 10.99 9.40
8 4 12.70 401.46 12.54 13.51 10.04
9 6 9.52 403.52 11.91 10.99 9.40
5 12.7 398.70 13.39 16.88 10.89
10 5 12.70 398.70 13.39 16.88 10.89
11 14 6 12.7 395.94 14.24 20.26 11.74
15 7 12.70 398.18 15.10 26.63 12.59
PT. VARIA USAHA BETON(GRUP SEMEN GRESIK)
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