data sheet tanque contra incendio 01
Post on 04-Oct-2015
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SERVICE M3 M3
ERECTION SITE Bbl Bbl
USER 1,00 AT 75,5 FT2600 MTS VAPOR PRESSURE 0,0435 psig 16,4 FT
DESING WIND SPEED= 108 KMH INTERNAL PRESSURE DESIGN 0,90 IN H2o LIQUID TANK HEIGHT 15,1 FT
C
20 Jacks capacity 12.000 kg/und
20 No Jacks required 30 und
NOT No hydraulic unids 1 und EXTERNAL UND INTERNAL
NOT TOTAL TOTAL137.022 lbs 62.283 KG 1.239 M2 1.367
42.235 lbs 19.198 KG 361 M2 361
1.032 LBS 469 KG 15 M2 15
34.529 lbs 15.695 KG 416 M2 416
47.118 lbs 21.417 KG 414 M2 416
11.788 lbs 5.358 KG 12 M2 159
319 LBS 145 KG 0 M2 0
0 lbs 0 KG 21 M2 0
0 lbs 0 KG 0 M2 0
widths thicknesses widths thicknesses widths thicknesses
1 72 in 0,25 4 in 0,00 7 in 02 72 in 0,25 5 in 0,00 8 in 03 72 in 0,25 6 in 0,00 9 in 0
10 in 0
0,25IN
in3 3,02
2,00%
in3 16,29
LAPBOLT QUANTITY 23 UND
29,99 MINIMUN 24 INBOLT CIRCULE
DIAMETER65,46 FTS Yes
BOLT DIAMETER22,23 mm Not
0,25IN BOLT MATERIAL
SPECIFICATIONnot
Conial 130 ft 0 LBS/FT2
0,19 25 LBS/FT2
ASTM A -36
SHELL 0,0625 IN YES
BOTTOM0,0625 IN 2A
YES 0,15
1
1,5
SHOP FIELD
RADIOGRAFIA LIQ
/PENETR
ULTRASONID
O
SHELL BOTTOM
A 283 Gr C
A 283 Gr C
ASTM A283 Gr C
ASTM A283 Gr C
ANCHOR SUPPORTS ,COLUMNS, ROOF STRUCTURS SUPPORT
SHELL
No SHELLS COURSES- PLATE WIDTHS AND THICKNESSES ( Including Corrosion Allowance)
ROOF
THICKNESS OF BOTTOM ANNULAR PLATES
ROOF PLATES AND FRAMES
MAX OPERATING TEMPERATURE
STIFFENING RINGS
AGUA
PETAR SALITRE
BOGOTA
WELDING BOTTOM
ASTM A36
DESIGN SPECIFIC GRAVITY AT C
WEIGHTMATERIAL SPECIFICATIONES
LADDER,PLATFORMS, AND HANDRAILS
INSULATION REQUIRED
STANDARD 650 EDITION 11
JACKS REQUIREMENTS TANK SPECIFICATIONS
DESING METAL TEMPERATURE
HEATER REQUIRED
12.000 13.092
TEMPERATURE
ALTURA MSNM
API STANDARD 650 DATE 25/02/2015STORAGE TANK BY G- Chaves
2.0811.908
FILE NoCONSTRUCTION DETAILS (TO BE COMPLETED BY MANUFACTURER AND/OR PURCHASER
MANUFACTURER
DATA SHEET TANQUE AGUA CONTRA INCENDIO
ASTM A-307
El tanque es estructuralmente estable
ASTM A36
tank, need anchor bolt for wind
PAINT AREAS
BOTTOM + Anular Bottom plate+skind
MAN HOLE AND NOZZLES ASTM A106 /A105
ANCHOR BOLTS
ROOF
ROOF TO SHELL DETAILS
PLATE THICKNESS
ASTM A-307
Intermedium Stiffening ring inercia Module
upper Stiffening ring
inercia Module
SLOPE
SELF SUPPORTED
ANCHOR BOLTSTANK BOTTOM
MINIMUM WIDTH ANNULAR PLATES
INSPECTION PLACE
ROOF TYPE Roof diameter
IMPORTANCE FACTOR
THICKNESS OF ROOF PLATES
ZONE FACTOR(TABLE E2 )
SITE COEFFICIENTE ( TABLE E-3)
DEAD LOADS OVER ROOF
CORROSION ALLOWANCE
FOUNDATION TYPE
ROOF LOADS
WELD EXAMINATION
INSPECTIONS
EARTHQUAKE DESIGN
SISMIC ZONE
El tanque es estructuralmente estable
OTHERS
APENDIX E DESIGN
CONCRETE RING WALL WITH ANCHOR BOLTS
CONCRETE RING WALL
EARTH
SHELL TOTAL HEIGHT
NOMINAL CAPACITY LIQUID NET MAXIMUN CAPACITY TANK
SUPPORTED
LIVE LOADS OVER ROOF
intermedium stiffening ring Not required
INTERNAL DIAMETER
FLOTING SEAL
in
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