Tank 500

TANK, API-650/653 Analysis Licensed To: 4369 Job: TEST2 Date: 11/25/14 3.10

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API-650/653 GENERAL TANK DATA API-650 11th Edition, June 2007 API Design Code ( 650 or 653 )......................... Design Method (V, O, or A) ............................ (V=variable, O=one foot, A=Appendix A) Run Objective (D=design, A=analyze) ................... Design Temperature ...............................(C ) Design Pressure at Top ....................(KPa ) Shell Material ........................................ Shell Design Stress [Sd] ..................(KPa Shell Hydro Test Stress [St] ..............(KPa

650 A A 35.000 2.0000 A-283

) )

0.13789E+06 0.15513E+06

Tank Nominal Diameter [D] ........................(m. ) Tank Shell Height [HTK] ..........................(m. ) Design Liquid Level [H] ..........................(m. ) Liquid Specific Gravity [G] ........................... Weight of Attachments/Structures..................(N. ) Distance down to Top Wind Girder .................(m. ) Joint Efficiency (App A or 653) [E] ................... Wind Velocity .............................(M./sec. )

11.000 5.4000 5.3000 1.2000 2000.0 0.00000 0.85000 45.000

Insulation Thickness .............................(mm.) Insulation Density ........................(kg./cu.cm.)

0.00000 0.00000

Include Annular Base Plate Details .................... Include Wind Moment in Appendix F_4_2 Calculations .... Number of Shell Courses ............................... Shell Course # 1 Height ..........................(m. ) Shell Course # 1 Thickness .......................(mm.) Shell Course # 1 Corrosion Allowance [CA] ........(mm.) Shell Course # 2 Height ..........................(m. ) Shell Course # 2 Thickness .......................(mm.) Shell Course # 2 Corrosion Allowance [CA] ........(mm.) Shell Course # 3 Height ..........................(m. ) Shell Course # 3 Thickness .......................(mm.) Shell Course # 3 Corrosion Allowance [CA] ........(mm.)

Yes Yes 3 1.8000 8.0000 3.0000 1.8000 8.0000 3.0000 1.8000 8.0000 3.0000

TANK SHELL COURSE MATERIALS Shell Shell Shell Shell Shell Shell

Course Course Course Course Course Course

# # # # # #

1 1 1 1 1 1

Material Name ........................ Design Stress [Sd] .......(KPa ) Hydro Test Stress [St] ...(KPa ) Minimum Yield Stress .....(KPa ) Minimum Tensile Stress ...(KPa ) Maximum Thickness ..............(mm. )

A-283 0.13789E+06 0.15513E+06 0.20684E+06 0.37920E+06 25.400

Shell Course # 1 Material Grade .......................

C


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Shell Course # 1 Material Group .......................

1

Shell Shell Shell Shell Shell Shell Shell Shell

Course Course Course Course Course Course Course Course

# # # # # # # #

2 2 2 2 2 2 2 2

Material Name ........................ Design Stress [Sd] .......(KPa ) Hydro Test Stress [St] ...(KPa ) Minimum Yield Stress .....(KPa ) Minimum Tensile Stress ...(KPa ) Maximum Thickness ..............(mm. ) Material Grade ....................... Material Group .......................

A-283 0.13789E+06 0.15513E+06 0.20684E+06 0.37920E+06 25.400 C 1

Shell Shell Shell Shell Shell Shell Shell Shell

Course Course Course Course Course Course Course Course

# # # # # # # #

3 3 3 3 3 3 3 3

Material Name ........................ Design Stress [Sd] .......(KPa ) Hydro Test Stress [St] ...(KPa ) Minimum Yield Stress .....(KPa ) Minimum Tensile Stress ...(KPa ) Maximum Thickness ..............(mm. ) Material Grade ....................... Material Group .......................

A-283 0.13789E+06 0.15513E+06 0.20684E+06 0.37920E+06 25.400 C 1

ANCHOR BOLT DETAILS Anchor Bolt Diameter (optional) ..................(mm.) Threads per Unit Length ........................(1/mm.) Bolt Allowable Stress .....................(KPa ) Number of Anchor Bolts (optional) ..................... Bolt Yield Stress .........................(KPa ) Bolt Offset from Mean Tank Diameter ..............(m. ) Anchor Bolt Corrosion Allowance (optional) .......(mm.)

0.00000 0.80000 20000. 0.00000 36000. 0.00000 2.5000

Wind Data Kz parameter .......................................... Kzt parameter ......................................... Kd parameter .......................................... Importance Factor (I) ................................. Gust Factor (G) .......................................

1.0400 1.0000 0.95000 1.0000 0.85000

API-650 GRILLAGE REVIEW (App I.) Modulus of Elasticity of Bottom Plate .....(KPa Corrosion Allowance added to Bottom Plate ......(mm. Minimum Yield Strength of Bottom Plate ....(KPa (Equal to Value from Seismic Data)

) ) )

SPECIFY ONE OF THE FOLLOWING Nominal Thickness of Bottom Plate ...............(mm. ) (Equal to Value from Seismic Data ) Maximum Allowed Spacing .........................(mm. )

COMPUTATION CONTROL DIRECTIVES

0.20000E+09 3.0000 0.20500E+06

10.000 481.05

TANK, API-650/653 Analysis Licensed To: 4369 Job: TEST2 Date: 11/25/14 3.10 ROOF_PROJECTION_IN_WIND_MOMENT= SHELL_THICK_CONVERG_TOLERANCE= GENERATE_MESSAGE_FILE= COSINE_CURVE_TOLERANCE= COSINE_CURVE_ITERATION_LIMIT= WIND_GIRDER_SHELL_THICKNESS= SHELL_SETTLEMENT_METHOD= CORRODED_NOZZLES= 653_CORRODED_HYDROTEST_CASE= THICKNESS_ROUNDUP_TO_NEAREST= PLATE_MATERIAL_DENSITY= MODIFY_FLUID_HEIGHT_BY_PRESSURE= ROUND_ANCHOR_BOLTS_BY= WIND_MOMENT_IN_APP_F FULL_SHELL_WEIGHT_IN_APP_F

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YES 0.12699999 mm. YES 0.30000001 100.00000 MAX FOURIER_SERIES NO NO 0.00000000 mm. 0.78500481E-02 kg./cu.cm. NO 4.0000000 Sect_3.11 YES

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Documents and Settings\All Users\Application Data\COADE, Inc\TANK\3.10\E NING #51 (General Tank Data) shell plate nominal widths should normally be least 72 inches. (Refer to 5.6.1.2) or Check Summary Report al Errors

0

ning Messages

1

es

0

or Checking Completed


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COADE Engineering Software, Inc. Copyright @ 1994-2008 API-650/653 TANK Design/Analysis Program Message File API-650 11th Edition, June 2007 API-653 3rd Edition, Addendum 2, Nov. 2005 Job: C:\Documents and Settings\All Users\Application Data\COADE, In Date: 11/25/14 Time: 21:09:24 Ver 3.10 Note, this file is created by the solution module, and is an "internal" file. All values shown in this file are presented in the internal units (English) of the program. This file is for data verification purposes only, this data should not be included in any formal reports. IND DATA PER SECT 3.9.7.1 ind Velocity in Miles/Hour: elocity Factor, (V/120)**2: ind Pressure, including 10% + 5 psf: ind Profile Area in sq.ft.: orizontal Wind Moment (ft-lb): ind Shear Force (lb): hickness evaluation based on Appendix A Method. Appendix A" Shell Course Thicknesses before Sect 3.6.1.1 check and round up. ourse, ourse, ourse, ourse, ourse, ourse,

Design Test Design Test Design Test

Thickness Thickness Thickness Thickness Thickness Thickness

(in) (in) (in) (in) (in) (in)

1 1 2 2 3 3

0.2215 0.0861 0.1842 0.0551 0.1470 0.0241

hickness(in) for each course. DESIGN TEST USER INPUT 0.23622 0.23622 0.31496 0.19685 0.19685 0.31496 0.19685 0.19685 0.31496 API-653 THICKNESS/CORROSION RESERVES Retiring Thickness Remaining Corrosion Design Test Design Test (in) (in) (in) (in) 0.00000 0.00000 0.31496 0.31496 0.00000 0.00000 0.31496 0.31496 0.00000 0.00000 0.31496 0.31496

100.66 0.70367 26.785 639.38 0.15170E+06 17125.


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OTE, the above values for DESIGN & TEST thickness are eing adjusted so that they are equal to the INPUT hickness for the "Analysis" Mode. hickness(in) for each course. DESIGN TEST USER INPUT 0.31496 0.31496 0.31496 0.31496 0.31496 0.31496 0.31496 0.31496 0.31496 llowed Fluid Heights (ft) for each course. DESIGN TEST REQUIRED 32.206 60.916 17.388 32.206 60.916 11.483 32.206 60.916 5.5774 nnular bottom plate thickness (in) from Table 3-1 : nnular bot. plate width (in) per API650 3.5.2 : HELL WEIGHTS (with Nozzles) Computed weight of shell (lb): Computed corroded shell weight (lb): Insulation weight, in shell weight (lb Computed C.G. of shell (ft): Weight of shell Used (lb): C.G. of shell Used (ft):

25836. 16148. 0.00000 8.8583 25836. 8.8583

IND GIRDER COMPUTATIONS Top Girder, required section modulus(in^3): Distance from top to intermediate wind girder (ft): Intermediate girder section modulus (in^3): RANSFORMED SHELL COMPUTATIONS, Girder #: Trnsfrmd shell height below last girder(ft) Individual transformed course & height (ft): Individual transformed course & height (ft): Individual transformed course & height (ft):

1.6237 218.96 20.067 1 3 2 1

17.717 5.9055 5.9055 5.9055

HIS GIRDER IS NOT NECESSARY !!! EISMIC EVALUATION - FLUID WEIGHTS Computed operating fluid weight (lb): Computed test fluid weight (lb): Computed empty fluid weight (lb):

0.13300E+07 0.11083E+07 0.00000

IND OVERTURNING STABILITY CHECK Weight for anchorage (lb): MDL (ft-lb): MF (ft-lb):

16597. 0.29949E+06 0.27167E+07

0.35433 32.567

MPI (ft-lb):

0.77104E+06

TANK, API-650/653 Analysis Licensed To: 4369 Job: TEST2 Date: 11/25/14 3.10 MW (ft-lb): wa (lb/ft): Design tension load per bolt (lb): Estimated Number of anchors: Anchors needed for Section 3.11

COADE, Inc. @1994-2008

PI-650 APPENDIX I.7.3 GRILLAGE DATA Current Liquid Height Used (ft): Operating Fluid Weight (lb): Hydrotest Fluid Weight (lb): Final Bottom Plate Weight (lb): Uniform Pressure "p" (psi): Computed Grillage Spacing (in): Allowed Bottom Deflection (in): Computed Bottom Deflection (in):

Time: 21:08:37

Case sign Pressure st Pressure ilure Pressure nd Loading ismic OPE ismic Test sign Press + Wind Load sign Press + Seismic OPE sign Press + Seismic Test nchor Bolt Initial Design Case sign Pressure st Pressure ilure Pressure nd Loading ismic OPE ismic Test sign Press + Wind Load sign Press + Seismic OPE

Ver:

71738. 1327.9 662.60 12

17.946 0.13746E+07 0.11455E+07 16447. 9.4437 18.939 0.13780 0.56832E-01

NCHOR BOLT DETAILS PER API-650, 3.12 W1 (lbs) .................... W2 (lbs) .................... W3 (lbs) .................... Bolt uplift reset for case: Design Pressure Bolt uplift reset for case: Failure Pressure Bolt uplift reset for case: Wind Loading Bolt uplift reset for case: Design Press + Wind Load Initial Number of Anchors: Bolt Circle Circumference: Maximum Allowed Bolt Spacing:

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16597. 16597. 26286.

12.000 113.38 10.000

Uplift, Allowable, Load/Bolt 0.00000 15000. 0.00000 26091. 20000. 2174.2 0.00000 5221.5 0.00000 0.00000 4177.2 0.00000 0.00000 4177.2 0.00000 0.00000 4177.2 0.00000 0.00000 20000. 0.00000 0.00000 4177.2 0.00000 0.00000 4177.2 0.00000 Number, 12 12 12 12 12 12 12 12

Diameter, Stress 0.00000 0.00000 1.1250 2890.6 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

sign Press + Seismic Test

12

0.00000

0.00000

TANK, API-650/653 Analysis Licensed To: 4369 Job: TEST2 Date: 11/25/14 3.10 nchor Bolt Final Design Case sign Pressure st Pressure ilure Pressure nd Loading ismic OPE ismic Test sign Press + Wind Load sign Press + Seismic OPE sign Press + Seismic Test

Number, 12 12 12 12 12 12 12 12 12

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Diameter, 1.1250 1.1250 1.1250 1.1250 1.1250 1.1250 1.1250 1.1250 1.1250

Stress 0.00000 2890.6 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

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WIND INFORMATION API-650 11th Edition, June 2007 Wind Velocity ............................(M./sec. ) Velocity Factor ...................................... Wind Pressure ............................(KPa ) Area Exposed to Wind .....................(m. **2) Sect 3.9.7.1 Wind Moment on Tank .........(N.m. ) Wind Shear Force Acting on Tank ..........(N. )

45.000 0.70367 1.2824 59.400 0.20567E+06 76174.

MATERIAL PROPERTY INFORMATION Wind Girder Height Reduction Factor ..................

1.0000

The following material properties have been modified in accordance with API-650 (and API-653 where applicable). For Appendix A computations, the values of Sd and St are: (E * 21000 * Mfact) and (E * 21000). Course Number 1 2 3

Material Name A-283 A-283 A-283

Design Test App M Stress (Sd) Stress (St) Reduction (KPa ) (KPa ) 0.12307E+06 0.12307E+06 1.0000 0.12307E+06 0.12307E+06 1.0000 0.12307E+06 0.12307E+06 1.0000

SHELL COURSE THICKNESS DATA - Appendix A Method Thickness Values for Three Cases MIN TEMP COURSE DESIGN TEST USER (deg C ) (mm. ) (mm. ) (mm. ) 1 2 3

6.0000 5.0000 5.0000

6.0000 5.0000 5.0000

8.0000 8.0000 8.0000

-10.4 -10.4 -10.4

Status PASS PASS PASS

Note, "ANALYSIS" mode has been activated. From this point on, the user specified thicknesses will be used for all calculations. The above values for DESIGN and TEST thicknesses are for reference purposes only. SHELL COURSE ALLOWED FLUID HEIGHTS Fluid Heights for Three Cases COURSE DESIGN TEST REQUIRED (m. ) (m. ) (m. ) 1 2 3

9.8165 9.8165 9.8165

18.567 18.567 18.567

5.3000 3.5000 1.7000

Maximum allowed fluid height of entire tank for: Design Thickness Case .................(m. Test Thickness Case .................(m. Required fluid height .................(m.

) ) )

9.8165 18.567 5.3000


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BASE PLATE DETAILS - SHELL WEIGHT & CENTER OF GRAVITY Annular Base Plate Thickness .............(mm. ) (from API-650 Table 3-1) Annular Base Plate Width per 3.5.2 .......(mm. ) ( 2 + ThkCrs1 + max[ 24, (390tb / sqrt(HG))] ) Weight of Shell + Nozzles ................(N. ) Total Weight of all Nozzles ..............(N. ) Center of Gravity (Shell+Nozzles) ........(m. )

0.11492E+06 0.00000 2.7000

WIND OVERTURNING STABILITY CHECK Corroded Shell Weight + %Roof - Uplift ...(N. wa .......................................(N./cm. Mw - moment due to wind (hor+ver) press ..(N.m. Mpi - moment due to internal pressure ....(N.m. Mf - moment due to tank liquid ...........(N.m. Mdl - moment due to shell & roof .........(N.m. Sect. 3.11 requires anchors, count is .... Sect. 3.11 tension load per bolt .........(N.

-2199.4 193.79 97259. 0.10453E+07 0.36833E+07 0.40604E+06 12 2947.2

) ) ) ) ) ) )

WIND GIRDER INFORMATION For "open top" tanks ... Required Section Modulus, Top Girder ...(mm. **3) Table 3-20 Detail, B value .............(mm. ) Table 3-20 Shape name (if applicable)............... Maximum Height of Unstiffened Shell ......(m.

)

WIND GIRDER - TRANSFORMED SECTION METHOD Number of Intermediate Girders Reqd .................. WEIGHT SUMMARY -------------Shell (Corroded) .............................(N. Shell (Non-Corroded) .........................(N. Annular Base Plate ...........................(N. Bottom Plate .................................(N. Nozzles ......................................(N. Roof Plates ..................................(N. Roof Framing/Structure .......................(N. Shell Attachments ............................(N. Insulation ...................................(N. Operating Fluid ..............................(N. Water Weight .................................(N.

9.0000 827.20

26608. c 0.00 2.5x2.5x.25 66.738 0

): ): ): ): ): ): ): ): ): ): ):

71825. 114920. 18498. 74513. 0. 0. 0. 2000. 0. 5915666. 4929721.

Operating Weight (Non-Corroded) ..............(N. ): Test Weight (Non-Corroded) ...................(N. ): Empty Weight (Non-Corroded) ..................(N. ):

6125597. 5139652. 209931.


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ANCHOR BOLT DETAILS - Section 5.12 API-650 11th Edition, June 2007 Case Design Pressure Test Pressure Failure Pressure Wind Loading Seismic OPE Design Press + Wind Load Design Press + Seismic OPE

Uplift (N. ) : : : : : : :

0.00000 0.11605E+06 0.00000 0.00000 0.00000 0.00000 0.00000

Allowable Load/Bolt Bolt Stress (N. ) (KPa ) 103419. 0.00000 137892. 9671.0 36000. 0.00000 28800. 0.00000 28800. 0.00000 137892. 0.00000 28800. 0.00000

ANCHOR BOLT RESULTS - Section 5.12 Case Design Pressure Test Pressure Failure Pressure Wind Loading Seismic OPE Design Press + Wind Load Design Press + Seismic OPE

Number of Bolts : : : : : : :

Bolt Diameter (mm. ) 28.575 28.575 28.575 28.575 28.575 28.575 28.575

12 12 12 12 12 12 12

Final Anchor Bolt Spacing .............. (m. Anchor bolts are required.

)

Bolt Stress (KPa ) 0. 19929. 0. 0. 0. 0. 0. 2.88


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API-650 APPENDIX I.7.3 GRILLAGE CHECK API-650 11th Edition, June 2007 Uniform Pressure "p" ..................(KPa ): Computed Grillage Spacing ....................(mm.): Allowed Bottom Deflection ....................(mm.): Computed Bottom Deflection ...................(mm.):

65.11081 481.05420 3.50000 1.44352

Table of Contents Job Title Page User Input Data ......... 2 Error Checker .LOG File ......... 5 Solution Module .TXT File ......... 6 Wind, Material, Thickness & Weights ......... 10 Anchor Bolt Details ......... 12 API-650 App I Grillage Review ......... 13

Tank 500

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