Tiang Pancang1

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

PT. VARIA USAHA BETON(GRUP SEMEN GRESIK)

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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 : info@variabeton.cominfo@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 : slamet_sby@variabeton.comslamet_sby@variabeton.comProdukProduk : : TiangTiang PancangPancang, , SaluranSaluran, , PagarPagar panelpanel

SQUARE PILESQUARE PILE

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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