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DESCRIPTION
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TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 1 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 2 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 API-650/653 GENERAL TANK DATA API-650 11th Edition, June 2007 API Design Code ( 650 or 653 )......................... 650 Design Method (V, O, or A) ............................ A (V=variable, O=one foot, A=Appendix A) Run Objective (D=design, A=analyze) ................... A Design Temperature ...............................(C ) 35.000 Design Pressure at Top ....................(KPa ) 2.0000 Shell Material ........................................ A-283 Shell Design Stress [Sd] ..................(KPa ) 0.13789E+06 Shell Hydro Test Stress [St] ..............(KPa ) 0.15513E+06 Tank Nominal Diameter [D] ........................(m. ) 11.000 Tank Shell Height [HTK] ..........................(m. ) 5.4000 Design Liquid Level [H] ..........................(m. ) 5.3000 Liquid Specific Gravity [G] ........................... 1.2000 Weight of Attachments/Structures..................(N. ) 2000.0 Distance down to Top Wind Girder .................(m. ) 0.00000 Joint Efficiency (App A or 653) [E] ................... 0.85000 Wind Velocity .............................(M./sec. ) 45.000 Insulation Thickness .............................(mm.) 0.00000 Insulation Density ........................(kg./cu.cm.) 0.00000 Include Annular Base Plate Details .................... Yes Include Wind Moment in Appendix F_4_2 Calculations .... Yes Number of Shell Courses ............................... 3 Shell Course # 1 Height ..........................(m. ) 1.8000 Shell Course # 1 Thickness .......................(mm.) 8.0000 Shell Course # 1 Corrosion Allowance [CA] ........(mm.) 3.0000 Shell Course # 2 Height ..........................(m. ) 1.8000 Shell Course # 2 Thickness .......................(mm.) 8.0000 Shell Course # 2 Corrosion Allowance [CA] ........(mm.) 3.0000 Shell Course # 3 Height ..........................(m. ) 1.8000 Shell Course # 3 Thickness .......................(mm.) 8.0000 Shell Course # 3 Corrosion Allowance [CA] ........(mm.) 3.0000 TANK SHELL COURSE MATERIALS Shell Course # 1 Material Name ........................ A-283 Shell Course # 1 Design Stress [Sd] .......(KPa ) 0.13789E+06 Shell Course # 1 Hydro Test Stress [St] ...(KPa ) 0.15513E+06 Shell Course # 1 Minimum Yield Stress .....(KPa ) 0.20684E+06 Shell Course # 1 Minimum Tensile Stress ...(KPa ) 0.37920E+06 Shell Course # 1 Maximum Thickness ..............(mm. ) 25.400 Shell Course # 1 Material Grade ....................... C
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 3 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 Shell Course # 1 Material Group ....................... 1 Shell Course # 2 Material Name ........................ A-283 Shell Course # 2 Design Stress [Sd] .......(KPa ) 0.13789E+06 Shell Course # 2 Hydro Test Stress [St] ...(KPa ) 0.15513E+06 Shell Course # 2 Minimum Yield Stress .....(KPa ) 0.20684E+06 Shell Course # 2 Minimum Tensile Stress ...(KPa ) 0.37920E+06 Shell Course # 2 Maximum Thickness ..............(mm. ) 25.400 Shell Course # 2 Material Grade ....................... C Shell Course # 2 Material Group ....................... 1 Shell Course # 3 Material Name ........................ A-283 Shell Course # 3 Design Stress [Sd] .......(KPa ) 0.13789E+06 Shell Course # 3 Hydro Test Stress [St] ...(KPa ) 0.15513E+06 Shell Course # 3 Minimum Yield Stress .....(KPa ) 0.20684E+06 Shell Course # 3 Minimum Tensile Stress ...(KPa ) 0.37920E+06 Shell Course # 3 Maximum Thickness ..............(mm. ) 25.400 Shell Course # 3 Material Grade ....................... C Shell Course # 3 Material Group ....................... 1 ANCHOR BOLT DETAILS Anchor Bolt Diameter (optional) ..................(mm.) 0.00000 Threads per Unit Length ........................(1/mm.) 0.80000 Bolt Allowable Stress .....................(KPa ) 20000. Number of Anchor Bolts (optional) ..................... 0.00000 Bolt Yield Stress .........................(KPa ) 36000. Bolt Offset from Mean Tank Diameter ..............(m. ) 0.00000 Anchor Bolt Corrosion Allowance (optional) .......(mm.) 2.5000 Wind Data Kz parameter .......................................... 1.0400 Kzt parameter ......................................... 1.0000 Kd parameter .......................................... 0.95000 Importance Factor (I) ................................. 1.0000 Gust Factor (G) ....................................... 0.85000 API-650 GRILLAGE REVIEW (App I.) Modulus of Elasticity of Bottom Plate .....(KPa ) 0.20000E+09 Corrosion Allowance added to Bottom Plate ......(mm. ) 3.0000 Minimum Yield Strength of Bottom Plate ....(KPa ) 0.20500E+06 (Equal to Value from Seismic Data) SPECIFY ONE OF THE FOLLOWING Nominal Thickness of Bottom Plate ...............(mm. ) 10.000 (Equal to Value from Seismic Data ) Maximum Allowed Spacing .........................(mm. ) 481.05 COMPUTATION CONTROL DIRECTIVES
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 4 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 ROOF_PROJECTION_IN_WIND_MOMENT= YES SHELL_THICK_CONVERG_TOLERANCE= 0.12699999 mm. GENERATE_MESSAGE_FILE= YES COSINE_CURVE_TOLERANCE= 0.30000001 COSINE_CURVE_ITERATION_LIMIT= 100.00000 WIND_GIRDER_SHELL_THICKNESS= MAX SHELL_SETTLEMENT_METHOD= FOURIER_SERIES CORRODED_NOZZLES= NO 653_CORRODED_HYDROTEST_CASE= NO THICKNESS_ROUNDUP_TO_NEAREST= 0.00000000 mm. PLATE_MATERIAL_DENSITY= 0.78500481E-02 kg./cu.cm. MODIFY_FLUID_HEIGHT_BY_PRESSURE= NO ROUND_ANCHOR_BOLTS_BY= 4.0000000 WIND_MOMENT_IN_APP_F Sect_3.11 FULL_SHELL_WEIGHT_IN_APP_F YES
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 5 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 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
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 6 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 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: 100.66 elocity Factor, (V/120)**2: 0.70367 ind Pressure, including 10% + 5 psf: 26.785 ind Profile Area in sq.ft.: 639.38 orizontal Wind Moment (ft-lb): 0.15170E+06 ind Shear Force (lb): 17125. hickness evaluation based on Appendix A Method. Appendix A" Shell Course Thicknesses before Sect 3.6.1.1 check and round up. ourse, Design Thickness (in) 1 0.2215 ourse, Test Thickness (in) 1 0.0861 ourse, Design Thickness (in) 2 0.1842 ourse, Test Thickness (in) 2 0.0551 ourse, Design Thickness (in) 3 0.1470 ourse, Test Thickness (in) 3 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
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 7 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 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 : 0.35433 nnular bot. plate width (in) per API650 3.5.2 : 32.567 HELL WEIGHTS (with Nozzles) Computed weight of shell (lb): 25836. Computed corroded shell weight (lb): 16148. Insulation weight, in shell weight (lb 0.00000 Computed C.G. of shell (ft): 8.8583 Weight of shell Used (lb): 25836. C.G. of shell Used (ft): 8.8583 IND GIRDER COMPUTATIONS Top Girder, required section modulus(in^3): 1.6237 Distance from top to intermediate wind girder (ft): 218.96 Intermediate girder section modulus (in^3): 20.067 RANSFORMED SHELL COMPUTATIONS, Girder #: 1 Trnsfrmd shell height below last girder(ft) 17.717 Individual transformed course & height (ft): 3 5.9055 Individual transformed course & height (ft): 2 5.9055 Individual transformed course & height (ft): 1 5.9055 HIS GIRDER IS NOT NECESSARY !!! EISMIC EVALUATION - FLUID WEIGHTS Computed operating fluid weight (lb): 0.13300E+07 Computed test fluid weight (lb): 0.11083E+07 Computed empty fluid weight (lb): 0.00000 IND OVERTURNING STABILITY CHECK Weight for anchorage (lb): 16597. MDL (ft-lb): 0.29949E+06 MF (ft-lb): 0.27167E+07 MPI (ft-lb): 0.77104E+06
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 8 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 MW (ft-lb): 71738. wa (lb/ft): 1327.9 Design tension load per bolt (lb): 662.60 Estimated Number of anchors: 12 Anchors needed for Section 3.11 PI-650 APPENDIX I.7.3 GRILLAGE DATA Current Liquid Height Used (ft): 17.946 Operating Fluid Weight (lb): 0.13746E+07 Hydrotest Fluid Weight (lb): 0.11455E+07 Final Bottom Plate Weight (lb): 16447. Uniform Pressure "p" (psi): 9.4437 Computed Grillage Spacing (in): 18.939 Allowed Bottom Deflection (in): 0.13780 Computed Bottom Deflection (in): 0.56832E-01 NCHOR BOLT DETAILS PER API-650, 3.12 W1 (lbs) .................... 16597. W2 (lbs) .................... 16597. W3 (lbs) .................... 26286. 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: 12.000 Bolt Circle Circumference: 113.38 Maximum Allowed Bolt Spacing: 10.000 Case Uplift, Allowable, Load/Bolt sign Pressure 0.00000 15000. 0.00000 st Pressure 26091. 20000. 2174.2 ilure Pressure 0.00000 5221.5 0.00000 nd Loading 0.00000 4177.2 0.00000 ismic OPE 0.00000 4177.2 0.00000 ismic Test 0.00000 4177.2 0.00000 sign Press + Wind Load 0.00000 20000. 0.00000 sign Press + Seismic OPE 0.00000 4177.2 0.00000 sign Press + Seismic Test 0.00000 4177.2 0.00000 nchor Bolt Initial Design Case Number, Diameter, Stress sign Pressure 12 0.00000 0.00000 st Pressure 12 1.1250 2890.6 ilure Pressure 12 0.00000 0.00000 nd Loading 12 0.00000 0.00000 ismic OPE 12 0.00000 0.00000 ismic Test 12 0.00000 0.00000 sign Press + Wind Load 12 0.00000 0.00000 sign Press + Seismic OPE 12 0.00000 0.00000 sign Press + Seismic Test 12 0.00000 0.00000
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 9 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 nchor Bolt Final Design Case Number, Diameter, Stress sign Pressure 12 1.1250 0.00000 st Pressure 12 1.1250 2890.6 ilure Pressure 12 1.1250 0.00000 nd Loading 12 1.1250 0.00000 ismic OPE 12 1.1250 0.00000 ismic Test 12 1.1250 0.00000 sign Press + Wind Load 12 1.1250 0.00000 sign Press + Seismic OPE 12 1.1250 0.00000 sign Press + Seismic Test 12 1.1250 0.00000
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 10 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 WIND INFORMATION API-650 11th Edition, June 2007 Wind Velocity ............................(M./sec. ) 45.000 Velocity Factor ...................................... 0.70367 Wind Pressure ............................(KPa ) 1.2824 Area Exposed to Wind .....................(m. **2) 59.400 Sect 3.9.7.1 Wind Moment on Tank .........(N.m. ) 0.20567E+06 Wind Shear Force Acting on Tank ..........(N. ) 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 Material Design Test App M Number Name Stress (Sd) Stress (St) Reduction (KPa ) (KPa ) 1 A-283 0.12307E+06 0.12307E+06 1.0000 2 A-283 0.12307E+06 0.12307E+06 1.0000 3 A-283 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. ) Status 1 6.0000 6.0000 8.0000 -10.4 PASS 2 5.0000 5.0000 8.0000 -10.4 PASS 3 5.0000 5.0000 8.0000 -10.4 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 9.8165 18.567 5.3000 2 9.8165 18.567 3.5000 3 9.8165 18.567 1.7000 Maximum allowed fluid height of entire tank for: Design Thickness Case .................(m. ) 9.8165 Test Thickness Case .................(m. ) 18.567 Required fluid height .................(m. ) 5.3000
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 11 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 BASE PLATE DETAILS - SHELL WEIGHT & CENTER OF GRAVITY Annular Base Plate Thickness .............(mm. ) 9.0000 (from API-650 Table 3-1) Annular Base Plate Width per 3.5.2 .......(mm. ) 827.20 ( 2 + ThkCrs1 + max[ 24, (390tb / sqrt(HG))] ) Weight of Shell + Nozzles ................(N. ) 0.11492E+06 Total Weight of all Nozzles ..............(N. ) 0.00000 Center of Gravity (Shell+Nozzles) ........(m. ) 2.7000 WIND OVERTURNING STABILITY CHECK Corroded Shell Weight + %Roof - Uplift ...(N. ) -2199.4 wa .......................................(N./cm. ) 193.79 Mw - moment due to wind (hor+ver) press ..(N.m. ) 97259. Mpi - moment due to internal pressure ....(N.m. ) 0.10453E+07 Mf - moment due to tank liquid ...........(N.m. ) 0.36833E+07 Mdl - moment due to shell & roof .........(N.m. ) 0.40604E+06 Sect. 3.11 requires anchors, count is .... 12 Sect. 3.11 tension load per bolt .........(N. ) 2947.2 WIND GIRDER INFORMATION For "open top" tanks ... Required Section Modulus, Top Girder ...(mm. **3) 26608. Table 3-20 Detail, B value .............(mm. ) c 0.00 Table 3-20 Shape name (if applicable)............... 2.5x2.5x.25 Maximum Height of Unstiffened Shell ......(m. ) 66.738 WIND GIRDER - TRANSFORMED SECTION METHOD Number of Intermediate Girders Reqd .................. 0 WEIGHT SUMMARY -------------- Shell (Corroded) .............................(N. ): 71825. Shell (Non-Corroded) .........................(N. ): 114920. Annular Base Plate ...........................(N. ): 18498. Bottom Plate .................................(N. ): 74513. Nozzles ......................................(N. ): 0. Roof Plates ..................................(N. ): 0. Roof Framing/Structure .......................(N. ): 0. Shell Attachments ............................(N. ): 2000. Insulation ...................................(N. ): 0. Operating Fluid ..............................(N. ): 5915666. Water Weight .................................(N. ): 4929721. Operating Weight (Non-Corroded) ..............(N. ): 6125597. Test Weight (Non-Corroded) ...................(N. ): 5139652. Empty Weight (Non-Corroded) ..................(N. ): 209931.
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 12 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 ANCHOR BOLT DETAILS - Section 5.12 API-650 11th Edition, June 2007 Case Uplift Allowable Load/Bolt (N. ) Bolt Stress (N. ) (KPa ) Design Pressure : 0.00000 103419. 0.00000 Test Pressure : 0.11605E+06 137892. 9671.0 Failure Pressure : 0.00000 36000. 0.00000 Wind Loading : 0.00000 28800. 0.00000 Seismic OPE : 0.00000 28800. 0.00000 Design Press + Wind Load : 0.00000 137892. 0.00000 Design Press + Seismic OPE : 0.00000 28800. 0.00000 ANCHOR BOLT RESULTS - Section 5.12 Case Number Bolt Bolt Stress of Bolts Diameter (KPa ) (mm. ) Design Pressure : 12 28.575 0. Test Pressure : 12 28.575 19929. Failure Pressure : 12 28.575 0. Wind Loading : 12 28.575 0. Seismic OPE : 12 28.575 0. Design Press + Wind Load : 12 28.575 0. Design Press + Seismic OPE : 12 28.575 0. Final Anchor Bolt Spacing .............. (m. ) 2.88 Anchor bolts are required.
TANK, API-650/653 Analysis COADE, Inc. @1994-2008 Page 13 Licensed To: ID: 4369 Job: TEST2 Date: 11/25/14 Time: 21:08:37 Ver: 3.10 API-650 APPENDIX I.7.3 GRILLAGE CHECK API-650 11th Edition, June 2007 Uniform Pressure "p" ..................(KPa ): 65.11081 Computed Grillage Spacing ....................(mm.): 481.05420 Allowed Bottom Deflection ....................(mm.): 3.50000 Computed Bottom Deflection ...................(mm.): 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