TITLE DOCUMENT NO FORMAT REV F007-12-CAL-CS-001 A CLIENT PT. PERTAMINA EP UBEP LIRIK PROJECT TITLE PT. KLARAS PUSAKA INTERNASIONAL PT. PERTAMINA EP UBEP LIRIK PREPARED BY CHECKED/REVIEWED BY APPROV A Issued For Review 20-Mar-11 NP ERT REV DESCRIPTION REVISION DATE Prepare Check CIVIL STRUCTURE CALCULATION SHEET OF 2000 CAPACITY PEMBANGUNAN SATU UNIT TANKI 2000 BBLs, SATU UNIT BBLs, SATU UNIT TANKI 10000 BBLs DI FIELD PERTAM LIRIK CIVIL STRUCTURE CALCULATION SHEET 2000 BBLs TANK CAPACI PT. PERTAMINA EP UBEP LIRIK
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TITLE
DOCUMENT NO FORMAT REV SHEETF007-12-CAL-CS-001 A 1 of 10CLIENT
PT. PERTAMINA EP UBEP LIRIKPROJECT TITLE
PT. KLARAS PUSAKA INTERNASIONAL PT. PERTAMINA EP UBEP LIRIKPREPARED BY CHECKED/REVIEWED BY APPROVED BY
A Issued For Review 20-Mar-11 NP ERT ARF
REV DESCRIPTION REVISION DATE Prepare Check Approved
CIVIL STRUCTURE CALCULATION SHEET OF 2000 BBLs TANK CAPACITY
PEMBANGUNAN SATU UNIT TANKI 2000 BBLs, SATU UNIT TANKI 5000 BBLs, SATU UNIT TANKI 10000 BBLs
DI FIELD PERTAMINA EP UBEP LIRIK
CIVIL STRUCTURE CALCULATION SHEET OF2000 BBLs TANK CAPACITY
PT. PERTAMINA EPUBEP LIRIK
REV DESCRIPTION REVISION DATE Prepare Check Approved
TITLE
- EP CIVIL STRUCTURE CALCULATION SHEET OF
UBEP – Sangasanga & Tarakan 2000 BBLs TANK CAPACITY
DOCUMENT NUMBER FORMAT REV SHEET
F007-12-CAL-CS-001 A4 A 1 of 10
DOCUMENT CHANGES HISTORY
PAGES REV. NO DATE REMARKS
TITLE
- EP CIVIL STRUCTURE CALCULATION SHEET OF
UBEP – Sangasanga & Tarakan 2000 BBLs TANK CAPACITY
DOCUMENT NUMBER FORMAT REV SHEET
F007-12-CAL-CS-001 A4 A 1 of 10
DAFTAR ISI
1.0. TUJUAN .......................................................................................................................... 4
4.1. Denah dan Potongan ................................................................................................................................. 54.2. Data Pembebanan ................................................................................................................................. 64.3. Foundation Outline ................................................................................................................................. 64.4. Ringkasan Pembebanan ................................................................................................................................. 74.5. Stability of Foundation ................................................................................................................................. 74.6. Perhitungan Ring Wall ................................................................................................................................. 9
ATTACHMENT 1: TANK LOADING CALCULATION 10
TITLE
- EP CIVIL STRUCTURE CALCULATION SHEET OF
UBEP – Sangasanga & Tarakan 2000 BBLs TANK CAPACITY
DOCUMENT NUMBER FORMAT REV SHEET
F007-12-CAL-CS-001 A4 A 1 of 10
1.0 TUJUAN
Dokumen ini bertujuan untuk memperlihatkan hasil perhitungan untuk Pondasi Tangki Air Kapasitas 5000 Bblpada proyek SPU Anggana UBEP Lirik
2.0 REFERENSI
Referensi yang digunakan antara lain:1. SNI 03 – 1734 : Petunjuk Perencanaan Beton Bertulang dan struktur Dinding
Bertulang untuk Rumah dan Gedung, 2002
2. SNI 03 – 1727 : Pedoman Perencanaan Pembebanan untuk Rumah danGedung, 2002
3. SNI-03-1726-2002 : Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung
4. UBC 1997 : Uniform Buildiing Code 1997
5. ACI 318 – 02 : American Concrete Institute : Building Code Requiriments for Buildings
6. API650 : American Petroleum Institute : Welded Steel Tanks for Oil Storage
7. ASCE : American Society of Civil Engineering : Minimum Design Loads forBuilding and Other Structures
8. ASTM A615 : American Society for Testing Materials Specification for Deformed and Plain Billet Steel Bars for Concrete Reinforcement
9. ASTM A36 : Standard Specification for Structure Steel. and Heat Treated Joints
10. AISC 9 th Edition : American Institute of Steel Construction
11. Soil test report yang dilakukan oleh Laboratorium Teknik Sipil Politeknik Negeri Samarinda
2.6 Tangga & Handrail Qty Unit Weight Total Weight (kg)- Round Bar 19 x 1700mm Length, ASTM A36: 30 ea 3.791 kg 113.73 - Bracing 60 x 60 x 6mm, ASTM A36: 0.995 m 5.42 kg/m 5.39 - Pad Plate, 100 x 150 x 6mm, ASTM A36: 1 ea 0.019625 kg 0.02 - Support, 762 x 300 x 10mm Thk, ASTM A36: 1 ea 0.179451 kg 0.18 - Pipe 1-1/2", Sch. Std, CS 11.661 m 4.05 kg/m 47.23 - Checquered Plate, 700 x 400 x 4.5mm, ASTM A3 30 ea 0.5027555556 kg 15.08 - Round Bar 19 x 1370mm Length, ASTM A36: 5 ea 3.0551 kg 15.28 - CNP. 200 x 80 x 7.5mm, 1400mm Length, ASTM 3 ea 34.44 kg 103.32 - CNP. 200 x 80 x 7.5mm, 964mm Length, ASTM 2 ea 23.7144 kg 47.43 - CNP. 200 x 80 x 7.5mm, 1200mm Length, ASTM 2 ea 29.52 kg 59.04 - CNP. 200 x 80 x 7.5mm, 762mm Length, ASTM 2 ea 18.7452 kg 37.49 - Checker Plate, 762 x 1200 x 4.5mm, ASTM A36: 1 ea 1.641856 kg 1.64 - L 60 x 60 x 6mm, 1070mm Length, ASTM A36: 35 5.7994 kg 202.98 - Pipe 1-1/2", Sch. Std, 6000mm Length, CS 9 ea 24.3 kg 218.70 - Pipe 1-1/4", Sch. Std, 6000mm Length, CS 9 ea 20.34 kg 183.06 - FB 75 x 6mm, 6000mm Length, ASTM A36 9 ea 21.18 kg 190.62
Total Berat Tangga & Handrail 1,241.19
Total WEIGHT = 31,239.88 Kg- Tolerancy 10% = 3,123.99 Kg
= 34,363.87 Kg
- Inner Diameter Tank = 8.39 m- Keliling Tank = 26.37 m
7- Seismic Factor : SUG II (Data Sheet)- Seismic Zone Factor, Z = 0.15 (Table E-2 API-650 untuk Seismic Factor 2A)- Maximum Seismic Load (design base shear): V (UBC 1997 Section 1630.2.1)
V =
Ca = 0.18 (table 16-Q UBC 1997, untuk Sc dan Z=0.15)I = 1.25 (table 16-K UBC 1997, untuk Essential facilities)R = 4.5 (table 16-N UBC 1997, untuk Concrete shear walls)
W = 34,363.87 kg
Vmaks = 4,295.48 kg
- Minimum Design Seismic Load (design base shear): V (UBC 1997 Section 1630.2.1)V =
Vmin = 850.51 kg
- Design Seismic Load (design base shear): V (UBC 1997 Section 1630.2.1)V =
T = (UBC 1997 Section 1630.2.2 Method A)
Ct = 0.0731hn = 7.2T = 0.321
Cv = 0.25 (table 16-R UBC 1997, untuk Sc dan Z=0.15)