Stressing Data Pry. Cipete Balok Pc- D02 & Pc- F02.pdf

DATA of STRESSING

POSTEN SPECIALIST

PROYEK CIPETE Lantai 2 – PC-D02 Lantai 2 – PC-F02 POSTTENSIONING SYSTEM BEARINGS EXPANSION JOINTS SEISMIC PROTECTION REPAIR & STRENGTHENING

BRIDGES ENGINEERING

PT PRESTRESS CONSTRUCTION INDONESIA Komplek Ruko Sentra Niaga Kalimalang Blok A1/12A, Jl. Jend. Ahmad Yani, Bekasi 17144, INDONESIA Tel: +62 21 884 6932(Hunting), 889 3183, 8896 2396 Fax: +62 21 884 8694 Contact: Mr. Ir. Hotman Sianipar, MTSi. Website: www.pcindonesia.net E-mail: [email protected]

NOTICE TO PROCEED Project:_Gedung Cipete Form: PCI-F02

Reference No.: PCI Notice-150714_DM WORK TO COMMENCE/Pekerjaan akan Dikerjakan:

Date: 15 Jul. 2014

1. Stressing of PC-Beam Lantai 2 PC- D02 2. Stressing of PC-Beam Lantai 2 PC- F02

DATE & TIME OF COMMENCEMENT/Tgl & Waktu Pelaksanaan: 1. Sesudah kekuatan beton balok terkait memenuhi syarat. 2. 19 Juli 2014. LOCATION/Lokasi: 1. Lantai 2

Attached Stressing Data/Terlampir Data dan urutan Stressing.

CONTRACTOR SPECIALIST

CONSTRUCTION MANAGEMENT REMARK/APPROVAL(Catatan/Persetujuan): …………………………………………………… …………………………………………………… ……………………………………………………

Name: Wahyu Widarto / Date:_15.07.2014 REMARK/Catatan: …………………………………………………… …………………………………………………… …………………………………………………… …………………………………………………… …………………………………………………… …………………………………………………… …………………………………………………… …………………………………………………… …………………………………………………… ……………………………………………………

Name:_____________________Date_______ PT Dharma Moeljadi

Name:_____________________Date:______

POSTEN SPECIALIST

SEQUENCE & STRESSING DATA

PT PRESTRESS CONSTRUCTION INDONESIA Komplek Ruko Sentra Niaga Kalimalang Blok A1/12A, Jl. Jend. Ahmad Yani, Bekasi 17144, INDONESIA Tel: +62 21 884 6932(Hunting), 889 3183, 8896 2396 Fax: +62 21 884 8694 Contact: Mr. Ir. Hotman Sianipar, MTSi. Website: www.pcindonesia.net E-mail: [email protected]

Stressing Data

o Pre-stress Engineering o Construction Engineering o Repair & Strengthening o Bearings & Expansion Joints o BRIDGES Engineering

NO. : Date: 15-Jul-2014 To:

PT Prestress construction Indonesia

PT DHARMA MOELJADI Proyek Gedung Cipete Jakarta INDONESIA Attn.: Mr. Dharmadi

Komplek Ruko Sentra Niaga Kalimalang Blok A1/12A Jl. Jend. Ahmad Yani BEKASI-17144. Tel. : +62 21 8846932(Hunting)-8893183 Fax.: +62 21 8848694

Cc.: Mr. Badri

Dengan hormat, Dengan ini kami ajukan data dan urutan penarikan tendon pada balok pre-stressed di lokasi sbb.: Lantai-2 ; PC- D02 dan PC- F02 Data of Stressing Jacks: No. Type of Jack Capacity, Ton.f Serial No. Calibration Date Calibration Factor 2 Ton.f / Kg / cm

1 YCQ25T 25 84/5 13-Jan-14

2 YCQ200Q 200 707028B/03 10-Des-13

0.04393

0.38235

Data of Jacking Force & Elongation: No. Urut

Beam ID.

ID.

%

Tendon Type ns

Jacking Force 9.81 kN Length 1 Ton.f = 2 [ mm ] [ kN ] [Kg/cm ] %UTS

Jack Type

Calc. [ mm ]

Elongation -7% +7% [ mm ] [ mm ]

Lantai 2 PC D02 & F02 1

PC- D02

C1

100%

PC-15 12

18,550.00

1,653.30

440.78

75%

YCQ200Q

114.80

106.76

122.84

2

PC- F02

C1

100%

PC-15 12

18,550.00

1,653.30

440.78

75%

YCQ200Q

114.80

106.76

122.84

ID. of Mono Jack used

J.Force

Kg/cm2

J.Force

Kg/cm2

J.Force

Kg/cm2

J.Force

Kg/cm2

YCQ25T

70%

298.38

72%

306.91

74%

315.44

76%

323.96

78%

332.49

80%

341.01

82%

349.54

86%

366.59

Note:

1 Deviation of measured elongation according to ACI-318 point 18.18.1 & SKSNI point 3.11.18 is - 7 % s/d + 7 %. Requested by: PT Prestress Construction Indonesia

15 Juli 2014 WAHYU WIDARTO

8.036

Stamp

Date

POSTEN SPECIALIST

CALCULATION OUTPUT

PT PRESTRESS CONSTRUCTION INDONESIA Komplek Ruko Sentra Niaga Kalimalang Blok A1/12A, Jl. Jend. Ahmad Yani, Bekasi 17144, INDONESIA Tel: +62 21 884 6932(Hunting), 889 3183, 8896 2396 Fax: +62 21 884 8694 Contact: Mr. Ir. Hotman Sianipar, MTSi. Website: www.pcindonesia.net E-mail: [email protected]

Project Name: Proyek Cipete Project Number: PCI-140503 Frame Description: D-01_JF Designer: Hotman C:\My PROJECT\1-NEXT PRO\140502PT_Cipete\DESIGN\PCI-D000_JF.rpf RAPT - Version: 6.3.1.0 Reinforced And Post-Tensioned Concrete Analysis & Design Package Copyright(C) 1988 - 2011 PCDC Pty. Ltd. All Rights Reserved Licensee "PT Prestress Construction Indonesia Jl. Pulau Andalas Raya Blok A1/1 Pulo Gebang Permai Cakung Jak 10379063101111WPN1

Input

12

Tendon 1 : - 1 - 12/12.7

12

mm 0 -200 -400

2

450cl

425

425

380

300

235

175

130

95

70

55

55

65

85

120

160

215

285

360

415

1

425

450cl

-600

Elevation view 1

2

mm 0 -200 -400 -600 0

17350mm

Plan view mm -2000

1

2

-1000 0 1000 2000

0

17350mm

RAPT 6.3.1.0 Licensee: "PT Prestress Construction Indonesia

Project Name: Proyek Cipete 19/06/2014 17:48:15 Frame Description: D-01_JF

Page 2/3 License No.: 10379063101111WPN1

Full Elevation View 1

mm 4000

2

2000 0 -2000 17350mm

0

Warnings Input Warning:No Live Load Case defined for deflection calculations.

Output Error:Column Reaction greater than Punching Shear capacity without shear head at section at column at at least one column. Further action is up to the designer.

Prestress Tendon Forces Tendon 1 : - Gross Extension: 114.8mm - 1 - 12/12.7 Span 1 1 351 675 1285 1895 2505 3115 3725 4337.5 5782.5 7227.5 8675 Locat mm Transfer Strand kN 113.63 114.22 114.76 115.8 116.3 116.68 117.05 117.43 117.82 118.72 119.64 120.56 Total kN 1363.53 1370.58 1377.13 1389.55 1395.59 1400.11 1404.65 1409.2 1413.79 1424.67 1435.63 1446.7 Service Strand kN 96.87 97.16 97.48 98.07 98.22 98.48 99 99.77 100.82 101.39 101.98 103.18 Total kN 1162.43 1165.87 1169.78 1176.83 1178.66 1181.8 1187.95 1197.26 1209.83 1216.73 1223.79 1238.14 #.# Slope 0 -0.0206 -0.0395 -0.0753 -0.0764 -0.0694 -0.0624 -0.0553 -0.0483 -0.0316 -0.015 0.0017 mm Height -200 -203.6 -213.3 -248.4 -296.7 -341.1 -381.3 -417.2 -448.9 -506.7 -540.3 -549.9 10120 11565 13012.5 13622.5 14232.5 14842.5 15452.5 16062.5 16675 16999 17349 Locat mm Transfer Strand kN 121.49 122.42 122.23 121.84 121.44 121.05 120.66 119.8 118.73 118.16 117.97 Total kN 1457.84 1469.05 1466.79 1462.05 1457.33 1452.62 1447.93 1437.63 1424.73 1417.96 1415.62 Service Strand kN 103.7 104.8 104.86 103.85 103.1 102.6 102.34 101.82 101.14 100.76 100.79 Total kN 1244.42 1257.62 1258.3 1246.17 1237.16 1231.19 1228.04 1221.88 1213.67 1209.06 1209.44 #.# Slope 0.0184 0.035 0.0517 0.0588 0.0658 0.0728 0.0799 0.0579 0.022 0.003 0 mm Height -535.3 -496.7 -433.9 -400.2 -362.2 -320 -273.4 -228.6 -204.1 -200.1 -200

Tendon 1 : - Gross Extension: 114.8mm - 1 - 12/12.7 kN 126

1

2

117 108 102

99 90

17350mm

0 Transfer

Service

Average

RAPT 6.3.1.0 Licensee: "PT Prestress Construction Indonesia

Project Name: Proyek Cipete 19/06/2014 17:48:16 Frame Description: D-01_JF

Page 3/3 License No.: 10379063101111WPN1

Flexural Design Service Maximum Moment Condition 1

2

MPa -3 0 3 6 9 12 15

MPa -100 0 100 200 300 400 500

-2.16

9.62

17350mm

0 Gross Stress Top

Gross Stress Bottom

Cracked Compression

Axial Prestress

Reinforcement Tension

Limits

Reversal Moment Condition 1

2

MPa -3 0 3 6 9 12 15

MPa -100 0 100 200 300 400 500

-2.16

9.61

17350mm

0 Gross Stress Top

Gross Stress Bottom

Cracked Compression

Axial Prestress

Reinforcement Tension

Limits

Span 1 Design Comments:- Increase in stress from decompression to working exceeds 150MPa in at least one steel layer. Reinforcement has been added to reduce stress change below this maximum value. Refer RAPT manual Section T.7.6

Transfer Prestress Maximum Moment Condition MPa -4 -3 -2 -1 0 1 2 3 4

1

2 MPa -16 -12 -8 -4 0 4 8 12 16

0

4.34

17350mm

0 Gross Stress Top

Gross Stress Bottom

Cracked Compression

Reinforcement Tension

Project Name: Proyek Cipete Project Number: PCI-140503 Frame Description: F-01 Designer: Hotman C:\My PROJECT\1-NEXT PRO\140502PT_Cipete\DESIGN\PCI-F000_JF.rpf RAPT - Version: 6.3.1.0 Reinforced And Post-Tensioned Concrete Analysis & Design Package Copyright(C) 1988 - 2011 PCDC Pty. Ltd. All Rights Reserved Licensee "PT Prestress Construction Indonesia Jl. Pulau Andalas Raya Blok A1/1 Pulo Gebang Permai Cakung Jak 10379063101111WPN1

Input

12

Tendon 1 : - 1 - 12/12.7

12

mm 0 -200 -400

2

450cl

425

425

380

300

235

175

130

95

70

55

55

65

85

120

160

215

285

360

415

1

425

450cl

-600

Elevation view 1

2

mm 0 -200 -400 -600 0

17350mm

Plan view mm -2000

1

2

-1000 0 1000 2000

0

17350mm

RAPT 6.3.1.0 Licensee: "PT Prestress Construction Indonesia

Project Name: Proyek Cipete 19/06/2014 17:51:28 Frame Description: F-01

Page 2/3 License No.: 10379063101111WPN1

Full Elevation View 1

mm 4000

2

2000 0 -2000 17350mm

0

Warnings Input Warning:No Live Load Case defined for deflection calculations.

Output Warning:SUPPORT Reinforcing Bar Spacing There have been problems in determining a bar size to satisfy the design spacing requirements. See Detailed Reinforcement Design Comments. Error:Column Reaction greater than Punching Shear capacity without shear head at section at column at at least one column. Further action is up to the designer.

Prestress Tendon Forces Tendon 1 : - Gross Extension: 114.8mm - 1 - 12/12.7 Span 1 1 351 675 1285 1895 2505 3115 3725 4337.5 5782.5 7227.5 8675 Locat mm Transfer Strand kN 113.63 114.22 114.76 115.8 116.3 116.68 117.05 117.43 117.82 118.72 119.64 120.56 Total kN 1363.53 1370.58 1377.13 1389.55 1395.59 1400.11 1404.65 1409.2 1413.79 1424.67 1435.63 1446.7 Service Strand kN 96.68 97.03 97.42 98.16 98.44 98.74 99.21 99.86 100.72 100.87 100.98 101.72 Total kN 1160.15 1164.36 1168.99 1177.89 1181.33 1184.92 1190.48 1198.3 1208.62 1210.44 1211.78 1220.65 #.# Slope 0 -0.0206 -0.0395 -0.0753 -0.0764 -0.0694 -0.0624 -0.0553 -0.0483 -0.0316 -0.015 0.0017 mm Height -200 -203.6 -213.3 -248.4 -296.7 -341.1 -381.3 -417.2 -448.9 -506.7 -540.3 -549.9 10120 11565 13012.5 13622.5 14232.5 14842.5 15452.5 16062.5 16675 16999 17349 Locat mm Transfer Strand kN 121.49 122.42 122.23 121.84 121.44 121.05 120.66 119.8 118.73 118.16 117.97 Total kN 1457.84 1469.05 1466.79 1462.05 1457.33 1452.62 1447.93 1437.63 1424.73 1417.96 1415.62 Service Strand kN 102.76 104.37 104.83 103.94 103.25 102.77 102.45 101.83 101.06 100.65 100.61 Total kN 1233.14 1252.49 1258.01 1247.25 1239.04 1233.19 1229.4 1221.95 1212.67 1207.78 1207.36 #.# Slope 0.0184 0.035 0.0517 0.0588 0.0658 0.0728 0.0799 0.0579 0.022 0.003 0 mm Height -535.3 -496.7 -433.9 -400.2 -362.2 -320 -273.4 -228.6 -204.1 -200.1 -200

Tendon 1 : - Gross Extension: 114.8mm - 1 - 12/12.7 kN 126

1

2

117 108 99 90

101 17350mm

0 Transfer

Service

Average

RAPT 6.3.1.0 Licensee: "PT Prestress Construction Indonesia

Project Name: Proyek Cipete 19/06/2014 17:51:30 Frame Description: F-01

Page 3/3 License No.: 10379063101111WPN1

Flexural Design Service Maximum Moment Condition 1

2

MPa -2 0 2 4 6 8 10 12

MPa -53.33 0 53.33 106.67 160 213.33 266.67 320 17350mm

-1.27

7.87 0 Gross Stress Top

Gross Stress Bottom

Cracked Compression

Axial Prestress

Reinforcement Tension

Reversal Moment Condition 1

2

MPa -2 0 2 4 6 8 10 12

MPa -53.33 0 53.33 106.67 160 213.33 266.67 320 17350mm

-1.27

7.87 0 Gross Stress Top

Gross Stress Bottom

Cracked Compression

Axial Prestress

Reinforcement Tension

Transfer Prestress Maximum Moment Condition 1

2

MPa -1.4 -0.7 0 0.7 1.4 2.1 2.8 3.5

MPa -14 -7 0 7 14 21 28 35

0

3.71

17350mm

0 Gross Stress Top

Gross Stress Bottom

Cracked Compression

Reinforcement Tension

POSTEN SPECIALIST

CALIBRATION CERTIFICATES

PT PRESTRESS CONSTRUCTION INDONESIA Komplek Ruko Sentra Niaga Kalimalang Blok A1/12A, Jl. Jend. Ahmad Yani, Bekasi 17144, INDONESIA Tel: +62 21 884 6932(Hunting), 889 3183, 8896 2396 Fax: +62 21 884 8694 Contact: Mr. Ir. Hotman Sianipar, MTSi. Website: www.pcindonesia.net E-mail: [email protected]

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POSTEN SPECIALIST

THANK YOU! Diberkatilah orang yang mengandalkan TUHAN, yang menaruh harapannya pada TUHAN!

PT PRESTRESS CONSTRUCTION INDONESIA Komplek Ruko Sentra Niaga Kalimalang Blok A1/12A, Jl. Jend. Ahmad Yani, Bekasi 17144, INDONESIA Tel: +62 21 884 6932(Hunting), 889 3183, 8896 2396 Fax: +62 21 884 8694 Contact: Mr. Ir. Hotman Sianipar, MTSi. Website: www.pcindonesia.net E-mail: [email protected]