{"text_format":"3","workbook":"xlsb","n_sheets":4,"sheets":["REGISTRATION-LICENCE-DISCLAIMER","INSTRUCTIONS","PILES BASED ON LOAD CAPACITY","CALCULATION TABLES"],"not_rendered":{"charts":1,"macros":1,"external_links":2,"defined_names":20,"comments":1},"read":"bin_skipped_in_rows","date_system":"1900","formulas":"cached_only","passed_over":{"ids":[37,38,1024],"n":0}}

{"sheet":"REGISTRATION-LICENCE-DISCLAIMER","index":0,"n_rows":48,"n_cols":9,"rows_kept":48,"merged":[[6,3,6,5],[7,1,7,11],[13,1,13,6],[14,1,16,6],[14,8,14,11],[15,8,17,11],[18,8,18,11],[19,1,19,11],[21,1,26,11],[28,1,28,11],[29,1,29,11],[31,1,37,11],[38,1,38,11],[46,1,46,11]],"flags":["formulas_cached_only"]}
[]
[]
[{"$nulls":6},"AES LTD - PILE CAPACITY"]
[{"$nulls":6},"REGISTRATION LICENCE DISCLAIMER"]
[]
[null,"Version 1.0"]
[null,"Version 2021",null," FOR MICROSOFT EXCEL"]
[]
[null,"Registration",{"$nulls":6},"¤ FULL REGISTERED COPY ¤"]
[null,"Single User Licence:",{"$nulls":3},{"v":50,"d":"£50"}]
[null,"Company multiple-user licence:",{"$nulls":3},"£50 per copy installed"]
[]
[null,"Delivery will be by attachment to an email."]
[null,"JasonMcCaffrey@Outlook.com"]
[null,"Tel: +44 (0)7890 278110",{"$nulls":5},"Your Name:"]
[{"$nulls":7},"Address:  "]
[]
[null,"You should include your e-mail and/or postal address and a contact telephone number."]
[null,"Also include the name you require the spreadsheet registered to (30 characters maximum).",{"$nulls":5},"Email: "]
[]
[null,"Licence for Use and Distribution"]
[null,"This spreadsheet is NOT a public domain program.  It is copyrighted by the Author*. This software is protected by United Kingdom copyright law and also by international treaty provisions. The Author grants you a licence to use this software for evaluation purposes for an indefinite period. You may not use, copy, rent, lease, sell, modify, decompile, unprotect, disassemble, otherwise reverse engineer, or transfer this software except as provided in this agreement. Any such unauthorised use shall result in immediate and automatic termination of this licence. All rights not expressly granted here are reserved to the Author. You may copy and distribute the unregistered version of this spreadsheet, completely unaltered, without further permission. The readme.txt file must accompany copies of the spreadsheet."]
[]
[]
[]
[]
[]
[]
[null,"* The Author is Jason James McCaffrey."]
[]
[null,"Disclaimer"]
[null,"THIS SOFTWARE IS PROVIDED FOR EVALUATION ONLY, ON AN \"AS IS\" BASIS. THE AUTHOR DISCLAIMS ALL WARRANTIES RELATING TO THIS SOFTWARE, WHETHER EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THE AUTHOR* SHALL NOT BE LIABLE FOR ANY INDIRECT, CONSEQUENTIAL, OR INCIDENTAL DAMAGES ARISING OUT OF THE USE OR INABILITY TO USE SUCH SOFTWARE, EVEN IF THE AUTHOR HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES OR CLAIMS.  THE PERSON USING THE SOFTWARE BEARS ALL RISK AS TO THE QUALITY AND PERFORMANCE OF THE SOFTWARE. ALTHOUGH EVERY EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THIS PROGRAM, USERS SHOULD VERIFY THE RESULTS FOR THEMSELVES."]
{"$rows_empty":8}
[null,"Please ensure you have the latest version of this software, which may be downloaded from the internet via this hyperlink: "]
[]
[null,null,"Click the Connect button to go to the web site."]
[]
[null,"If you have comments, suggestions, bug reports or require information, please email:   ",{"$nulls":5},"JasonMcCaffrey@Outlook.com"]
[]
[]
[null,"Copyright",null,null,"©","2026 JJ McCaffrey. All rights reserved."]

{"sheet":"INSTRUCTIONS","index":1,"n_rows":49,"n_cols":10,"rows_kept":49,"merged":[[1,4,3,9],[4,3,4,5],[5,1,5,12],[41,1,41,12],[47,1,47,11]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":4},"AES LTD - PILE CAPACITY INSTRUCTIONS"]
[]
[]
[null,"Version 2021.01",null," FOR MICROSOFT EXCEL"]
[]
[]
[null,null,"INSTRUCTIONS:  DESIGN OF PILES BASED ON LOAD CAPACITY"]
[]
[{"$nulls":3},"1 - Enter the Pile Criteria"]
[{"$nulls":4}," - Bored or Driven"]
[{"$nulls":4}," - Round or Square (Square Piles Can Only be Driven)"]
[{"$nulls":4}," - Enter the Shaft and Base Diameter"]
[{"$nulls":4}," - Enter the Design Load"]
[]
[{"$nulls":3},"2 - Design Criteria"]
[{"$nulls":4}," - Enter the Bearing Factor of Safety (gf)"]
[{"$nulls":4}," - Enter the Shaft Factor of Safety (gf)"]
[{"$nulls":4}," - Enter the Overall Factor of Safety (gf)"]
[]
[{"$nulls":3},"3 - Soil Criteria"]
[{"$nulls":4}," - Bulk unit weight"]
[{"$nulls":4}," - Depth to water table"]
[{"$nulls":4}," - Starting depth of"]
[]
[{"$nulls":3},"5 - Geotechnical Data"]
[{"$nulls":3},"        5.1 Clay Soils / Cohesive Soils"]
[{"$nulls":4}," - Enter the Value of the Undrained Shear Strength Cu or Su (kN/m²)."]
[{"$nulls":4}," - Enter a Value Between 10 kN/m² and 200 kN/m²"]
[{"$nulls":3},"        5.2 Sands and Gravels (Cohesionless Soils)"]
[{"$nulls":4}," - Loose (L)"]
[{"$nulls":4}," - Medium (M)"]
[{"$nulls":4}," - Dense (D)"]
[]
[{"$nulls":3},"4 - Geotechnical Data (Full Version Only)"]
[{"$nulls":4},"Use the Add / Delete Layer Buttons to extend or shorten the pile."]
[{"$nulls":4},"Where practicable the pile layers Depth Increment Specified in the Soil Criteria of the SI Report"]
[{"$nulls":4},"From the Geotechnical Report Enter the data coresponding to depth."]
[{"$nulls":4}," - Depth increments of"]
[{"$nulls":4}," - Total Length of Pile"]
[]
[]
[null,"Please ensure you have the latest version of this software, which may be downloaded from the internet via this hyperlink: "]
[]
[null,null,"Click the Connect button to go to the web site.",{"$nulls":6},"https://jasonjmccaffrey.wixsite.com/jace"]
[]
[null,"If you have comments, suggestions, bug reports or require information, please email:   ",{"$nulls":7},"JasonMcCaffrey@Outlook.com"]
[]
[null,"Copyright",null,null,"©","2021 Jason James McCaffrey. All rights reserved."]

{"sheet":"PILES BASED ON LOAD CAPACITY","index":2,"n_rows":54,"n_cols":31,"rows_kept":54,"merged":[[1,7,2,10],[27,1,33,1],[27,3,27,14],[28,2,30,2],[28,3,30,3],[28,4,30,4],[28,5,30,5],[28,6,30,6],[28,7,30,7],[28,8,33,8],[28,9,30,9],[28,10,33,10],[28,11,33,11],[28,12,33,12],[28,13,33,13],[28,14,33,14],[31,2,33,2],[31,3,33,3],[31,4,33,4],[31,5,33,5],[31,6,33,6],[31,7,33,7],[31,9,33,9]],"read":"bin_skipped_in_rows","flags":["formulas_cached_only","records_skipped"],"rows_in_doubt":{"n":14,"rows":[36,37,38,39,40,41,42,43,44,45,46,47,48,49]},"rows_in_doubt_other":0}
[]
[null,"Company:",{"$nulls":5},"DESIGN OF PILES BASED ON LOAD CAPACITY"]
[null,"Address:"]
[{"$nulls":7}," Made by"," Date",null," Page No"," Checked"," Revision",null," Job No"]
[null," Project:",{"$nulls":8},1,null,"A"]
[null," Client:",{"$nulls":5}," Element:"]
[null,"Design Input","Values"]
[null,"1. Pile Criteria",{"$nulls":15},1,"Bored"]
[null,"Pile type","Bored",{"$nulls":14},2,"Driven"]
[null,"Shaft Dia. or width",{"v":450,"d":"450 mm"},{"$nulls":14},3,"Round"]
[null,"Base Dia. or width",{"v":450,"d":"450 mm"},{"$nulls":14},4,"Square"]
[null,"Shape","Round",{"$nulls":14},5,"Sands-Gravels"]
[null,"Design Load",{"v":800,"d":"800 kN"},{"$nulls":14},6,"Cohesive"]
[{"$nulls":16},"L = Loose",7,"L"]
[null,"2. Design Criteria",{"$nulls":14},"M = Medium",8,"M"]
[null,"gf (Bearing)",{"v":3,"d":"3.00"},{"$nulls":13},"D = Dense",9,"D"]
[null,"gf  (Shaft)",{"v":3,"d":"3.00"}]
[null,"gf  (Overall)",{"v":3,"d":"3.00"}]
[null,"3. Soil Criteria"]
[null,"Bulk unit weight:",{"v":18,"d":"18 kN/m³"}]
[null,"Depth to water table:",{"v":3,"d":"3.00 m"}]
[null,"Starting depth of:",{"v":0.8,"d":"0.80 m"}]
[null,"Depth increments of:",{"v":1,"d":"1.00 m"}]
[null,"Total Length of Pile:",{"v":13.8,"d":"13.80 m"}]
[]
[]
[null,"4. Computation Table"]
[null,"Effective Depth","Type"]
[null,null,"Sands-Gravels","L=Loose M=Medium D=Dense","Critical Depth       (m)","Friction Coefficient 'F'","Vertical Effective Stress","Bearing\nCapacity\nFactor 'Nc'","Ultimate\nBase\nPressure","Ultimate Shaft Friction","Ultimate Base Load","Ultimate\nShaft Load","Total\nAllowable Load","No. of\nPiles\nRequired","Design\nCapacity"]
[]
[]
[null,null,"Cohesive","Undrained Shear Strength","Embedment Ratio          (ZL)","Adhesion Coefficient a","Max 'Nc'","Bearing\nCapacity\nFactor 'Nq'",null,"Ultimate Shaft Adhesion"]
[]
[{"$nulls":19},"Cohesive Soils"]
[null,"L","Sands-Gravels","L, M, D","(m)",{"$nulls":3},"fb","fs","Qb","Qs","Qall",{"$nulls":6},"Cu = Su","Interpolation for a",{"$nulls":3},"a","ZL",{"$nulls":4},"Nc"]
[null,"(m)","Cohesive","Cu (kN/m²)","ZL","-","(kN/m²)","(kN/m²)","(kN/m²)","(kN/m²)","(kN)","(kN)","(kN)","-","(kN)",{"$nulls":4},"L, M, D"]
[1,0,"Cohesive",25,{"v":0,"d":"0.00"},{"v":1,"d":"1.00"},{"v":9,"d":"9.000"},{"v":6.3,"d":"6.30"},{"v":157.5,"d":"157.50"},{"v":25,"d":"25.00"},{"v":25.04929267385737,"d":"25.05"},{"v":0,"d":"0.00"},{"v":8.349764224619124,"d":"8.35"},96,{"v":800,"d":"800 kN"},{"$nulls":4},25,0,30,1,1,1,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},{"v":0,"d":"0.00"},6.3,6.3,6.3]
[2,{"v":1,"d":"1.00"},"Cohesive",35,{"v":2.2222222222222223,"d":"2.22"},{"v":1,"d":"1.00"},{"v":9,"d":"9.000"},{"v":8.411111111111111,"d":"8.41"},{"v":294.3888888888889,"d":"294.39"},{"v":35,"d":"35.00"},{"v":46.82052976323464,"d":"46.82"},{"v":49.480084294039244,"d":"49.48"},{"v":32.10020468575796,"d":"32.10"},25,{"v":800,"d":"800 kN"},{"$nulls":4},35,30,40,1,1,1,{"v":2.2222222222222223,"d":"2.22"},{"v":2,"d":"2.00"},{"v":3,"d":"3.00"},8.3,8.8,8.411111111111111]
[3,{"v":2,"d":"2.00"},"Cohesive",35,{"v":4.444444444444445,"d":"4.44"},{"v":1,"d":"1.00"},{"v":9,"d":"9.000"},{"v":9,"d":"9.00"},{"v":315,"d":"315.00"},{"v":35,"d":"35.00"},{"v":50.09858534771474,"d":"50.10"},{"v":98.96016858807849,"d":"98.96"},{"v":49.68625131193107,"d":"49.69"},17,{"v":800,"d":"800 kN"},{"$nulls":4},35,30,40,1,1,1,{"v":4.444444444444445,"d":"4.44"},{"v":4,"d":"4.00"},{"v":5,"d":"5.00"},9,9,9]
[4,{"v":3,"d":"3.00"},"Cohesive",60,{"v":6.666666666666667,"d":"6.67"},{"v":0.7829999999999999,"d":"0.78"},{"v":9,"d":"9.000"},{"v":9,"d":"9.00"},{"v":540,"d":"540.00"},46.98,{"v":85.88328916751097,"d":"85.88"},{"v":165.37657887762032,"d":"165.38"},{"v":83.7532893483771,"d":"83.75"},10,{"v":800,"d":"800 kN"},{"$nulls":4},60,60,70,0.783,0.702,0.7829999999999999,{"v":6.666666666666667,"d":"6.67"},{"v":6,"d":"6.00"},{"v":7,"d":"7.00"},9,9,9]
[5,{"v":4,"d":"4.00"},"Sands-Gravels","L",{"v":2.7,"d":"2.70"},{"v":0.3,"d":"0.30"},{"v":62,"d":"62.000"},{"v":25,"d":"25.00"},{"v":1215,"d":"1215.00"},14.58,{"v":193.2374006268997,"d":"193.24"},{"v":185.98856827782294,"d":"185.99"},{"v":126.40865630157421,"d":"126.41"},7,{"v":800,"d":"800 kN"},{"$nulls":4},"L",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"v":2.7,"d":"2.70"},{"v":2,"d":"2.00"},{"v":3,"d":"3.00"},8.3,8.8,8.65]
[6,{"v":5,"d":"5.00"},"Sands-Gravels","L",{"v":2.7,"d":"2.70"},{"v":0.3,"d":"0.30"},{"v":70,"d":"70.000"},{"v":25,"d":"25.00"},{"v":1215,"d":"1215.00"},14.58,{"v":193.2374006268997,"d":"193.24"},{"v":206.60055767802555,"d":"206.60"},{"v":133.27931943497506,"d":"133.28"},7,{"v":800,"d":"800 kN"},{"$nulls":4},"L",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"v":2.7,"d":"2.70"},{"v":2,"d":"2.00"},{"v":3,"d":"3.00"},8.3,8.8,8.65]
[7,{"v":6,"d":"6.00"},"Sands-Gravels","L",{"v":2.7,"d":"2.70"},{"v":0.3,"d":"0.30"},{"v":78,"d":"78.000"},{"v":25,"d":"25.00"},{"v":1215,"d":"1215.00"},14.58,{"v":193.2374006268997,"d":"193.24"},{"v":227.21254707822817,"d":"227.21"},{"v":140.14998256837595,"d":"140.15"},6,{"v":800,"d":"800 kN"},{"$nulls":4},"L",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"v":2.7,"d":"2.70"},{"v":2,"d":"2.00"},{"v":3,"d":"3.00"},8.3,8.8,8.65]
[8,{"v":7,"d":"7.00"},"Cohesive",150,{"v":15.555555555555555,"d":"15.56"},0.37,{"v":9,"d":"9.000"},{"v":9,"d":"9.00"},{"v":1350,"d":"1350.00"},{"v":55.5,"d":"55.50"},{"v":214.70822291877744,"d":"214.71"},{"v":305.6738236016333,"d":"305.67"},{"v":173.46068217347025,"d":"173.46"},5,{"v":800,"d":"800 kN"},{"$nulls":4},150,150,160,0.37,0.354,0.37,{"v":15.555555555555555,"d":"15.56"},{"v":15,"d":"15.00"},{"v":16,"d":"16.00"},9,9,9]
[9,{"v":8,"d":"8.00"},"Cohesive",150,{"v":17.77777777777778,"d":"17.78"},0.37,{"v":9,"d":"9.000"},{"v":9,"d":"9.00"},{"v":1350,"d":"1350.00"},{"v":55.5,"d":"55.50"},{"v":214.70822291877744,"d":"214.71"},{"v":384.1351001250384,"d":"384.14"},{"v":199.6144410146053,"d":"199.61"},5,{"v":800,"d":"800 kN"},{"$nulls":4},150,150,160,0.37,0.354,0.37,{"v":17.77777777777778,"d":"17.78"},{"v":17,"d":"17.00"},{"v":18,"d":"18.00"},9,9,9]
[10,{"v":9,"d":"9.00"},"Sands-Gravels","L",{"v":2.7,"d":"2.70"},{"v":0.3,"d":"0.30"},{"v":102,"d":"102.000"},{"v":25,"d":"25.00"},{"v":1215,"d":"1215.00"},14.58,{"v":193.2374006268997,"d":"193.24"},{"v":404.747089525241,"d":"404.75"},{"v":199.3281633840469,"d":"199.33"},5,{"v":800,"d":"800 kN"},{"$nulls":4},"L",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"v":2.7,"d":"2.70"},{"v":2,"d":"2.00"},{"v":3,"d":"3.00"},8.3,8.8,8.65]
[11,{"v":10,"d":"10.00"},"Cohesive",100,{"v":22.22222222222222,"d":"22.22"},{"v":0.516,"d":"0.52"},{"v":9,"d":"9.000"},{"v":9,"d":"9.00"},{"v":900,"d":"900.00"},{"v":51.6,"d":"51.60"},{"v":143.13881527918494,"d":"143.14"},{"v":477.694870941596,"d":"477.69"},{"v":206.94456207359363,"d":"206.94"},4,{"v":800,"d":"800 kN"},{"$nulls":4},100,100,110,0.516,0.477,0.516,{"v":22.22222222222222,"d":"22.22"},{"v":22,"d":"22.00"},{"v":23,"d":"23.00"},9,9,9]
[12,{"v":11,"d":"11.00"},"Cohesive",150,{"v":24.444444444444446,"d":"24.44"},0.37,{"v":9,"d":"9.000"},{"v":9,"d":"9.00"},{"v":1350,"d":"1350.00"},{"v":55.5,"d":"55.50"},{"v":214.70822291877744,"d":"214.71"},{"v":556.156147465001,"d":"556.16"},{"v":256.9547901279262,"d":"256.95"},4,{"v":800,"d":"800 kN"},{"$nulls":4},150,150,160,0.37,0.354,0.37,{"v":24.444444444444446,"d":"24.44"},{"v":24,"d":"24.00"},{"v":25,"d":"25.00"},9,9,9]
[13,{"v":12,"d":"12.00"},"Sands-Gravels","D",6.75,{"v":0.8,"d":"0.80"},{"v":126,"d":"126.000"},{"v":100,"d":"100.00"},{"v":8400,"d":"8400.00"},{"v":67.2,"d":"67.20"},{"v":1335.9622759390595,"d":"1335.96"},{"v":651.1579093095563,"d":"651.16"},{"v":662.373395082872,"d":"662.37"},2,{"v":800,"d":"800 kN"},{"$nulls":4},"D",{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},{"$error":"#VALUE!"},6.75,{"v":6,"d":"6.00"},{"v":7,"d":"7.00"},9,9,9]
[14,{"v":13,"d":"13.00"},"Cohesive",40,{"v":28.88888888888889,"d":"28.89"},{"v":0.9999999999999999,"d":"1.00"},{"v":9,"d":"9.000"},{"v":9,"d":"9.00"},{"v":360,"d":"360.00"},{"v":39.99999999999999,"d":"40.00"},{"v":57.25552611167398,"d":"57.26"},{"v":707.7065770741726,"d":"707.71"},{"v":254.9873677286155,"d":"254.99"},4,{"v":800,"d":"800 kN"},{"$nulls":4},40,40,50,1,0.912,0.9999999999999999,{"v":28.88888888888889,"d":"28.89"},{"v":28,"d":"28.00"},{"v":29,"d":"29.00"},9,9,9]
[null,null,"Note: Greyed cells represent user input"]
[null,"This program considers the following cases:"]
[null,"1. Uniform pile type (bored or driven),"]
[null,"2. One type of soil (cohesive or cohesionless), but properties may vary with depth. The speadsheet computes the variation of pile capacity with length and size."]

{"sheet":"CALCULATION TABLES","index":3,"n_rows":56,"n_cols":11,"rows_kept":56,"merged":[[1,4,3,9],[4,3,4,5],[5,1,5,12],[48,1,48,12]],"flags":["formulas_cached_only"]}
[]
[{"$nulls":4},"AES LTD - PILE CAPACITY CALCULATION TABLES"]
[]
[]
[null,"Version 2021.01",null," FOR MICROSOFT EXCEL"]
[]
[]
[null,null,"Non-Cohesive Soils"]
[]
[null,null,"End-bearing",{"$nulls":4},"Shaft Friction"]
[null,null,"qb = s'vb Nq",{"$nulls":4},"fs = s'vb F"]
[null,null,"Nq = fn (sand & pile types)",{"$nulls":4},"F = fn (sand & pile Types)"]
[null,null,"Sand","zl/d","              Nq",null,null,"Sand","zl/d","               F"]
[{"$nulls":4},"Driven","Bored",{"$nulls":3},"Driven","Bored"]
[null,null,"Loose",6,60,25,null,"Loose",6,0.8,0.3]
[null,null,"Medium",8,100,60,null,"Medium",8,1,0.5]
[null,null,"Dense",15,180,100,null,"Dense",15,1.5,0.8]
[]
[]
[null,null,"Cohesive Soils"]
[]
[null,null,"End-bearing",{"$nulls":4},"Shaft Adhesion"]
[null,null,"qe = 9 Su if L/d>4",{"$nulls":4},"fs=a Cu"]
[null,null,"qe = Nc Su if L/d<=4",{"$nulls":4},"a = fn (Cu)"]
[null,null,"L/d","Nc",{"$nulls":3},"Cu","a"]
[null,null,0,6.3,{"$nulls":3},0,1]
[null,null,1,7.6,{"$nulls":3},10,1]
[null,null,2,8.3,{"$nulls":3},20,1]
[null,null,3,8.8,{"$nulls":3},30,1]
[null,null,4,9,{"$nulls":3},40,1]
[{"$nulls":7},50,0.912]
[{"$nulls":7},60,0.783]
[{"$nulls":7},70,0.702]
[{"$nulls":7},80,0.621]
[{"$nulls":7},90,0.564]
[{"$nulls":7},100,0.516]
[{"$nulls":7},110,0.477]
[{"$nulls":7},120,0.443]
[{"$nulls":7},130,0.413]
[{"$nulls":7},140,0.388]
[{"$nulls":7},150,0.37]
[{"$nulls":7},160,0.354]
[{"$nulls":7},170,0.339]
[{"$nulls":7},180,0.33]
[{"$nulls":7},190,0.321]
[{"$nulls":7},200,0.319]
[]
[]
[]
[null,"Please ensure you have the latest version of this software, which may be downloaded from the internet via this hyperlink: "]
[]
[null,null,"Click the Connect button to go to the web site.",{"$nulls":5},"https://jasonjmccaffrey.wixsite.com/jace"]
[]
[null,"If you have comments, suggestions, bug reports or require information, please email:   ",{"$nulls":6},"JasonMcCaffrey@Outlook.com"]
[]
[null,"Copyright",null,null,"©","2021 Jason James McCaffrey. All rights reserved."]