{"text_format":"2","workbook":"xls","n_sheets":50,"sheets":["Read_Me","Version History","Rules Clarifications","Cover Sheet","Chassis Pics","MaterialData","T3.11 Main Hoop Tubing","T3.12 Front Hoop Tubing","T3.13 Main Hoop Bracing","T3.13 T3.36 MHoop Brace Spt","T3.14 T3.36 FHoop Bracing","T3.18 T3.31 Ft Bulkhead","T3.19 T3.32 FBH S'pt Structure","T3.24 T3.33 Side Impact Struct.","T5.4 Shoulder Harness Bar","T3.20 IA AI Plate","3 Point Bending Comp AIP","Shear Test Comp AIP","T3.30 Laminate Test","T3.30.3 Different Layups","T3.32.3 T3.33.4 Shear Tests","Other \"x\" Mat'l Shear","T3.34 Main Hoop Attachments","T3.35 Front Hoop Attachments","T3.36 Hoop B'ing Attachments","T3.37 IA Attachments","T3.40 Harness Attachments","EV3.4.6&7 Accumulator Container","EV3.4.6j Alt Matl - 3pt Bending","EV3.4.6j Alt Matl - Shear","EV3.4.6j Alt. Matls Summary","EV3.4.8&9 Acc. Attachments","EV3.4.4 Accumulator Protection","EV4.2.2 Tractive System Prot'n","Welded Tube Inserts","Steering Rack Collars","Monocoque Lap Joints","Additional Info","Alt_joint_1","Alt_joint_2","Alt_joint_3","Alt_joint_4","Alt_joint_x","T3.13 T3.36 Guidance Notes","T3.14 T3.36 Guidance Notes","T3.19 T3.32 Guidance Notes","T3.20 Guidance Notes","T3.33 Guidance Notes","T3.32.3 T3.33.4 Guidance","Monocoque Attachments Guidance"],"not_rendered":{"charts":0,"images":90,"macros":1,"external_links":2,"defined_names":49,"comments":36,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"run_cost":"one","rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"Read_Me","index":0,"n_rows":17,"n_cols":2,"rows_kept":17,"cut":false,"hidden":false,"merged":[[2,0,2,14],[3,0,3,15],[4,0,4,15],[5,0,5,15],[6,0,6,15],[7,0,7,15]],"flags":["formulas_cached_only"]}
["2017 FSAE Structural Equivalency Spreadsheet Guide"]
[]
["The SES template has been created to simplify the process of proving structural equivalency."]
["As downloaded the spreadsheet assumes a baseline steel chassis design. The majority of the cells in the spreadsheet are locked, you can only edit the cells shaded yellow. "]
["Cells shaded grey are dependant on the data entered in yellow cells, the formulae in these grey cells have been left visible so you can see how the results are calculated."]
["The vast majority of the tabs can be accessed using the hyperlinks on the cover sheet. If you enable macros when opening the document \"Ctrl+e\" will return you to the cover sheet."]
["There have been a few questions about how to handle bent/two piece tubes in place of a single baseline tube. If properly triangulated then the reinforced bent/two piece tube will be stiffer and stronger than the baseline tube, so please ensure you include images of the tube(s) in the \"Chassis Pics\" tab for the SES assessor to review. You may add additional proof of equivalence to the \"Additional Info\" tab if you deem it necessary. You do not need to adjust the number of tubes in the relevant calculation tab."]
["The SES has been extensively tested, but if you think you have found a mistake in the document or have any questions on how to use the template please submit a question to the FSAE rules committee in the usual manner."]
["Please read the guidance notes located at the end of the workbook if your car has a monocoque chassis."]
[]
["If you find a new problem with the SES template or require a clarification 72 hours or less before the SES submission deadline please include your own "]
["proof of equivalency in the \"Additional Info\" tab as well as filing a Rules question."]
[]
["Revisions:"]
["V1.0","First release for 2017 rules"]
["V1.1","Corrected calculation error in Cell D31 of \"T3.20 IA AI Plate\" worksheet."]
["V1.2","Unlocked the skin shear strength cell in \"Hoop Bracing Attachments\" worksheet so teams can enter details for materials other than SIS or FBHS"]

{"sheet":"Version History","index":1,"n_rows":7,"n_cols":2,"rows_kept":7,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
["If you have to resubmit your SES then please update the table below, indicating what changes you have made from the previous submission."]
[]
["Submission Version","Revision Comments"]
["Original Submission","NA"]
["Submission after SESA","Added lamination details in \"Chassis Pics\""]
[null,"Correct pictures in \"T3.19 T3.32 FBH S'pt Structure\""]
[null,"Added pictures in \"T3.37 IA Attachments\""]

{"sheet":"Rules Clarifications","index":2,"n_rows":15,"n_cols":2,"rows_kept":15,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
["Details of any rules clarifications must be referenced and appended in this tab. "]
[]
["Clarification ID","Details of Clarification Question and Answer"]
["R-003386\n","Question:   Dear rules committee,\naccording to the rule T2.9.5 the main hoop must must be mechanically\nattached at the top and bottom of the composite primary structure. We have the main hoop outside of the drivers compartment and we wanted to attach it to the side impact structure for both the upper and the lower attachment. Is it permitted? Or I have to make the lower attachment of the main hoop on the floor closeout panel of the composite primary structure?  Answer:   The shown attachment points are within the rules.The lower attachment point can be higher than the floor closeout panel but should be next to the floor. Important is that the main hoop is the lowest point. \nIn your picture it seams that the attachment is made to the main hoop bracing support structure.\nPlease be carefull with this because the SIS is defined between front and main hoop. (see picture)"]
["R-003409","Question: Hello,\nI have attached two pictures of our front absorbers system. Two holes trough the monocoque for dampers were made. The entire absorber system inside the monocoque will be shielded by a thin carbon fiber cover. Are these openings allowed?    Answer:   These opening are allowed if you make sure the covers you will install cover the complete hole, such that there is no direct sight from outside of the monocoque to the driver compartment through the hole. And try to make the hole as small as possible."]
["R-003411","Question:   T2.11.5 says \"by a node-to-node triangulated structure or equivalent\". I have attached two pictures of our monocoque and main hoop structure. It is in agreement with this rule? If it isn't could you please explain why?\nAnswer:   Since your team is building a monocoque, you only have to show the equivalency to a tube frame with a node-to-node triangulated structure as mentioned in T2.11.5.\nThe triangulated structure should be such that the forces from the main hoop braces are directed to the frame in such a way, that the bracings are the \"weakest link\". In your two drawings, this is not the case. But as I said you have only to show equivalency of your monocoque structure to a \"standard\" triangulated tube structure with material as defined by T2.3."]
["R-003479","Question:  Dear Rules Committee,\nwe are having some trouble understanding the T3.13 T3.36 Guidance Notes in the SES. We are in the scenario 3. I added a side view of our monocoque. How can we find the cross-section through the structure where the equivalent tube offset is ~75 mm?   Answer:  See attached picture for a clarification.\nBecause of the small width in the \"area 2\" you need the proof that this area is compare to the requirements for \"area 1\".\nFor the calculation of the moment of inertia you should use the green marked area."]
["R-003524","Question:  I noted that there is a difference between the FSG rules and the FSAE SES. In the FSG rules it's stated that the harness attachment must be tested in worst case of the angles specified for the driver's harness while in the FSAE SES it's stated that loads must be normal to the test sample. We decided to test the harness attachments with the worst case angle following the FSG rules. Is it ok for you?  Answer:  It is absolutely o.k. for the officials of FSG if follow the requirements of the rules valid for the FSG event. :-)"]
["R-003512","Question:  we have got some doubts arisen while compiling the SES. In particular, we have got two questions about sheet “T3.30 Laminate Test SIS”:\n\n1. It is not clear how formula in cell P47 is derived. It should represent the stiffness of two round tubes simply supported at the extremities and loaded with a concentrated force in the middle (48*EJ/L^3). Why do the number 0.000013 compare in the formula? Should it be 0.000001? (we understand that 2/3 at the beginning of the formula corrects the result for three tubes to obtain the result for two tubes). See figure below. Nevertheless, this potential error should be canceled by the check in cell I27 of the sheet “T3.24 T3.33 Side Impact Struct.” Is it correct? (See uploaded picture)\n\n2. Both cells O47 (gradient of the panel) and C51 (ymax of the panel) are compared with analytical values derived solving two standard tubes (E=200000MPa, UTS=365MPa, re=25.4mm, ri=22.2mm) simply supported and loaded with a concentrated force in the middle (to obtain a green cell). Only cell C54 is compared with data coming from the tubes bending test. Is it possible to avoid the tube test considering that an upper limit of the energy absorbed by the two standard tubes could be estimated by the product of the maximum force for standard tubes (cell C52) times the maximum deflection (12.7mm)? By this way, if cell C54 results higher than this limit the panel should be ok. Is it correct? If it is not possible, we will proceed testing the tubes (unfortunately it is not so easy to find them in Italy. We have to buy them abroad and it is quite expensive since minimum orders are required).\nAnswer:  FS GErmany is NOT the creator of the SES document.\nThis is in responsibility of the FSAE.\nI can not give any statement about the formula behind the cells.\nYes, you have to perform a test with the base line tube properties as shown in T2.3.1 to show that your structure is equivalent to the base line material."]
[" R-003603","Question:  we have a question about your answer regarding ticket R-003479. In particular, according to the T3.13 T3.36 Guidance Notes of SES we have made the equivalence of the A-A section in the attached figure with two 25.4x1.2 mm steel tubes. We are in the scenario 3 but actually we do not have any section trough the structure with an equivalent distance d=75mm. Therefore we made the equivalence in the section closest to the 75 mm, which is the A-A section in figure. Is it ok for you? Do we have to show the equivalence of other sections through the structure in this area?   Answer:   In your case with your design you should show that the lower structure is also compliant to the reqirements of the main hoop bracing support."]
["R-003633","Question:  according to your suggestions reganrding ticket R-003603 we’ve checked both sections A-A and B-B of our monocoque according to T3.13 T3.36 Guidance Notes scenario 3 in the SES. Nevertheless is it possible to open a small hole through the structure for the cooling system pipes reaching the radiators? Do we have to check the equivalence of the section including the holes? If so we’ve already checked the equivalence removing the material corresponding to the hole. Thank you for the attention.   Answer:  In general you have to show equivalency to the weakest area aof your structure to the bease line material.\nThus if your structure have a hole included the dimension (height) will be descreased."]
[" R-003634","Question:  we have both the main hoop and the front hoop inside the driver compartment. Is it ok for both of them making the lower attachment on the side impact structure of the monocoque instead of making them on the floor panel of the monocoque?   Answer:  This is acceptable."]
["R-003723","Question:  we have some doubts with reference to T2.17.3 rule related to the assessment via analytical and FEM calculations of main hoop and front hoop brackets. Do we have to prove adequate stiffness or strength or both? How can we prove adequate stiffness? Do we have to calculate displacements when 30 kN are applied on the attachment in any direction?  Answer:  A adequate stiffness can be calculated very easy if you apply the force to your bracket and the calculated strength must be lower then the ultimate strength."]
["R-003606","Question: we wanted to use alterantive materials for the backing plates. Which tests do we need to make in order to show equivalence to 2 mm steel plates? Is it ok to use the AIP equivalence page in the SES?\nThank you for the attention.   Answer:  For FSG there are alternative Materials made from steel for the backing plates permitted (T2.17.4).\nReducing the required thickness of at least 2 mm will be not permitted."]
["R-003724","Question:  we want to use composite material for the backing plates. Which tests do we have to perform in order to show equivalency?   Aswer:   As written in rule the backing plates must be made of steel with thickness of at least 2 mm.\nSorry, but I can´t read that alternative materials are allowed.\nThus, your planned solution to build the backing plates of composite material is against the requirements of the rule and will be not accepted for FSG 2017!"]

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["FSAETM STRUCTURAL EQUIVALENCY SPREADSHEET (SES) V1.2 - COVER SHEET"]
[]
["This form must be completed and submitted by all teams no later than the date specified in the Action Deadlines on specific event website. The FSAE Technical Committee will review all submissions which deviate from the FSAETM rules and reply with a decision about the requested deviation.  All requests will have a confirmation of receipt sent to the team.  Structural Equivalency Spreadsheets (SES) must be submitted electronically in Microsoft Excel Format (*.xls). The submissions must be named as follows: schoolname_ses.xls using the complete school name. Please submit to the person indicated in the Action Deadlines for each event."]
{"$rows_empty":7}
["In the event that the FSAE Technical Committee requests additional information or calculations, teams have one week from the date of request to submit the requested information."]
[]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
["Team Contact",null,null,"Alessandro Fantini",{"$nulls":6},"Email Address",null,null,"a.fantini7292@gmail.com"]
["Faculty Advisor",null,null,"Matteo Giacopini",{"$nulls":6},"Email Address",null,null,"matteo.giacopini@unimore.it"]
["Powertrain Type",null,null,"Internal Combustion",{"$nulls":15},"Tube and Laminate Equivalency",{"$nulls":8},"Tube 1",null,null,null,"Tube 2",null,null,null,"Tube 3",null,null,null,"Composite"]
["Is proof of equivalency for your design required for any of the rules?",{"$nulls":18},"EI / Safety Factor","Area","Yield","UTS","Yield as Welded","UTS as Welded","Max Bending Load at UTS","Max deflection at max baseline load","Energy absorbed during bending","Tube Material","Tube type","Outside Dimension","Wall thickness","Tube Material","Tube type","Outside Dimension","Wall thickness","Tube Material","Tube type","Outside Dimension","Wall thickness","Material","Panel Thickness","Inner Skin Thickness","Outer Skin Thickness","Panel Height"]
["Yes. Chassis deviates from baseline requirements"]
[]
["Baseline Material Used",null,"Alternative Material Used",null,"Rule No.",null,"Rule Description",{"$nulls":7},"Design Description and/or Material Used"]
[]
[]
["YES",null,"NO",null,"T3.11",null,"Main Roll Hoop Tubing",{"$nulls":7},"ST52 steel or S355",{"$nulls":4},"NA","NA","NA","NA","NA","NA","NA","NA","NA","Steel","Round",25,2.5]
["YES",null,"NO",null,"T3.12",null,"Front Roll Hoop Tubing",{"$nulls":7},"ST52 steel or S355",{"$nulls":4},"NA","NA","NA","NA","NA","NA","NA","NA","NA","Steel","Round",25,2.5]
["YES",null,"NO",null,"T3.13",null,"Main Roll Hoop Bracing Tubing",{"$nulls":7},"ST52 steel or S355",{"$nulls":4},"NA","NA","NA","NA","NA","NA","NA","NA","NA","Steel","Round",25,2]
["N/A",null,"N/A",null,"T3.13",null,"Main Hoop Bracing Support - Tube Frames",{"$nulls":12},"NA","NA","NA","NA","NA","NA","NA","NA","NA","","","",""]
["N/A",null,"N/A",null,"T3.14",null,"Front Hoop Bracing - Tube Frames",{"$nulls":12},"NA","NA","NA","NA","NA","NA","NA","NA","NA","","","",""]
["N/A",null,"N/A",null,"T3.18",null,"Front Bulkhead - Tube Frames",{"$nulls":12},"NA","NA","NA","NA","NA","NA","NA","NA","NA","","","",""]
["N/A",null,"N/A",null,"T3.19",null,"Front Bulkhead Support - Tube Frames",{"$nulls":12},"NA","NA","NA","NA","NA","NA","NA","NA","NA","","","","","","","","","","","",""]
["N/A",null,"N/A",null,"T3.24",null,"Side Impact Structure - Tube Frames",{"$nulls":12},"NA","NA","NA","NA","NA","NA","NA","NA","NA","","","","","","","","","","","",""]
["NO",null,"YES",null,"T5.4",null,"Shoulder Harness Bar",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 3ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 6ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 3 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 8 mm Rohacell WF51. The panel is reinforced inside the core material by a pattern of C-shaped reinforcements 1 mm thick and 275 mm long made with M30SC-200-DT120-36EF",{"$nulls":4},124.01670572917284,590.11884986421,823.038017635145,687.7440969279979,1394.5921965484401,836.7553179290642,679.8558971274142,80.63429794561677,3726.9498342286265,"","","","",{"$nulls":8},"Composite 1",14.16,2.08,2.08,246]
["NO",null,"YES",null,"T3.20",null,"Impact Attenuator Anti-Intrusion Plate",{"$nulls":7},"Composite(IAD)",{"$nulls":4},"CH"]
["NO",null,"YES",null,"T3.36",null,"Front Hoop Bracing - Monocoques",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 2 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 4 ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 2 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 20mm Rohacell WF51.",{"$nulls":4},103.8945427160449,"NA",208.96430638675002,174.61400944646238,354.07840804421534,212.4470448265292,315.4701006568589,96.2514463086968,957.9077187956971,"Steel","Round",25.4,1.6,{"$nulls":8},"Other 1",24.159999999999997,2.08,2.08,85.5]
["NO",null,"YES",null,"T3.31",null,"Front Bulkhead - Monocoques",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 2 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 4 ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 2 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 20mm Rohacell WF51.",{"$nulls":4},143.67346424559622,"NA",146.64161851701755,122.5361469799736,248.476075820502,149.08564549230118,436.2566217857578,69.60227521837955,1324.6693886811825,"","","","",{"$nulls":8},"Other 1",24.159999999999997,2.08,2.08,120]
["NO",null,"YES",null,"T3.32",null,"Front Bulkhead Support - Monocoques",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 1ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 2ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 1 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 20mm Rohacell WF51.",{"$nulls":4},74.02215415287992,"NA",169.53602437584524,141.66708886200766,287.26937463684885,172.36162478210935,245.93766697150338,135.0946904266895,817.1247747054772,"","","","","","","","","","","","","Other 1",22.08,1.04,1.04,317.4]
["NO",null,"YES",null,"T3.33",null,"Side Impact Structure - Monocoques, Side",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 1ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 2ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 1 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 20mm Rohacell WF51. The panel is reinforced inside the core material by a pattern of C-shaped reinforcements 1 mm thick and 275 mm long made with M30SC-200-DT120-36EF",{"$nulls":4},152.78577562227093,"NA","NA","NA","NA","NA","NA","NA","NA","","","","","","","","","","","","","Composite 1",22.08,1.04,1.04,320]
["NO",null,"YES",null,"T3.33",null,"Side Impact Structure - Monocoques, Floor",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 1ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 2ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 1 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 20mm Rohacell WF51.",{"$nulls":25},"Other 1",22.08,1.04,1.04,232.5]
["NO",null,"YES",null,"T3.36",null,"Main Hoop Bracing Support - Monocoques",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 3 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 6 ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 3 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 16 mm Rohacell WF51.",{"$nulls":4},104.83759481888383,"NA",288.4355802235555,241.02151224160122,488.7380664899136,293.24283989394814,345.815666551033,95.3856297187653,1140.702201712419,"","","","",{"$nulls":8},"Other 1",22.240000000000002,3.12,3.12,120]
["NO",null,"YES",null,"T3.34",null,"Main Hoop Attachment - Monocoques",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 2 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 4 ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 2 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 18 mm Rohacell WF51.",{"$nulls":4},"PA"]
["NO",null,"YES",null,"T3.35",null,"Front Hoop Attachment - Monocoques",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 2 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 4 ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 2 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 18 mm Rohacell WF51 for the side attachment. Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 3 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 6 ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 3 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 16 mm Rohacell WF51 for the upper attachment. ",{"$nulls":4},"PA"]
["NO",null,"YES",null,"T3.36",null,"Hoop Bracing Attach. - Monocoques",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 2 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 4 ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 2 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 18mm Rohacell WF51.",{"$nulls":4},"PA"]
["NO",null,"YES",null,"T3.37",null,"Impact Attenuator Attachment - Monocoques",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 2ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 4ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 2 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 20mm Rohacell WF51.",{"$nulls":4},"FA"]
["NO",null,"YES",null,"T3.40",null,"Safety Harness Attachment - Monocoques",{"$nulls":7},"Symmetrical laminate, reference orientation in longitudinal direction, made with: toughened thermosetting epoxy resin matrix, 1ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, 2 ply M30SC-200-DT120-36EF 0.21mm thickness oriented 0°, 1 ply GG285P(T700)-DT120-40 0.31mm thickness oriented 45°, core material 8mm Rohacell WF51 and inserts with diameter decreasing gradually from 24 mm to 16 mm",{"$nulls":4},"PA"]
["N/A",null,"N/A",null,"EV3.4.6/7",null,"N/A"]
["N/A",null,"N/A",null,"EV3.4.8/9",null,"N/A"]
["YES",null,"NO",null,"EV3.4.4",null,"N/A",{"$nulls":12},"NA","NA","NA","NA","NA","NA","NA","NA","NA","Steel","Round",25.4,1.6,"","","","","","","","","","","","",""]
["YES",null,"NO",null,"EV4.2.2",null,"N/A",{"$nulls":12},"NA","NA","NA","NA","NA","NA","NA","NA","NA","Steel","Round",25.4,1.2,"","","","","","","","","","","","",""]
["Attachment Checklist (make sure all are included in your report)"]
["P","Receipt, letter of donation or proof for non-steel materials (composite, honeycomb, resin, etc)"]
["P","Properties for all non-steel materials"]
["P","Monocoque Laminate Test data and pictures"]
["P","Holes >4mm drilled in any regulated tubing require proof of equivalency, include area and moment of inertia"]
[]
["COMPLETE APPROPRIATE TABS TO PROVE EQUIVALENCY"]
["Please see \"Structural Equivalency Spreadsheet Guide\" on the Read_Me tab of the SES Workbook"]
["TECHNICAL COMMITTEE DECISION/COMMENTS"]
{"$rows_empty":7}
["Approved by",{"$nulls":13},"Date"]
[]
["NOTE: THIS FORM AND THE APPROVED COPY OF THE SUBMISSION MUST BE PRESENTED\nAT TECHNICAL INSPECTION AT EVERY FORMULA SAE EVENT ENTERED"]

{"sheet":"Chassis Pics","index":4,"n_rows":16,"n_cols":15,"rows_kept":16,"cut":false,"hidden":false,"merged":[[4,0,7,18],[0,0,0,18],[2,3,2,9],[2,14,2,18],[14,0,14,18],[15,0,15,18]],"flags":["formulas_cached_only"]}
["FSAETM STRUCTURAL EQUIVALENCY SPREADSHEET - CHASSIS PICTURES"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
[]
["Please attach pictures of the frame and/or monocoque in the table below for review during the SES process. \nAll tubes/lay-ups must be colour coded to show outer diameter and wall thickness. Three view drawings and isometric views of the structure (CAD, FEA models, etc) are acceptable. Note: The final decision about all designs will be made at technical inspection. Approval of an SES does not guarantee passing Tech. Inspection."]
[]
[]
[]
["Images must include dimensions/labels indicating the following:"]
["Angle of main and front hoops, including angle of main hoop below upper side impact tube."]
["Angle between main hoop bracing and main hoop"]
["Distance from top of main hoop to main hoop brace attachment"]
["Distance from top of front hoop to front hoop brace attachment"]
["Outer diameter and wall thickness of all tubes / monocoque lay-up"]
["Teams entering cars with IC Powertrains must show the location of the fuel tank in these images and highlight it by colouring it red."]
["Teams entering cars with EV Powertrains must show the location of all HV components in these images and highlight them by colouring them orange."]

{"sheet":"MaterialData","index":5,"n_rows":32,"n_cols":12,"rows_kept":32,"cut":false,"hidden":false,"merged":[[19,3,19,4],[19,5,19,6]],"flags":["formulas_cached_only"]}
[null,"Material Data Sheet"]
[]
[null,"Material Spreadsheet Code","Steel","Aluminium 1","Aluminium 2","Composite 1","Other 1","Other 2","Other 3","Other 4","Other 5","Composite AIP"]
[null,"Material name","Steel","Aluminium 1","Aluminium 2","T3.30_Laminate","Your Mat. 1","Your Mat. 2","Your Mat. 3","Your Mat. 4","Your Mat. 5","Composite AIP"]
[null,"Youngs Modulus, E",200000000000,70000000000,70000000000,76269546660.19942,40669400028.07673,2,3,4,5,0]
[null,"Yield strength, Pa",305000000,1,2,425383116.3611906,214367684.10570163,2,3,4,5,0]
[null,"UTS, Pa",365000000,1,2,425383116.3611906,214367684.10570163,2,3,4,5,0]
[null,"Yield strength, welded, Pa",180000000,1,2,"N/A","-",2,3,4,5,"N/A"]
[null,"UTS welded, Pa",300000000,1,2,"N/A","-",2,3,4,5,"N/A"]
[null,"UTS shear, Pa",219000000,1,2,159736470.76857725,159736470.76857725,2,3,4,5,0]
[]
[null,null,"Steel properties based on SAE 1010 and are given in Rule T3.4.1 Note 4.  Per rule T3.6 all steels are treated equally and are to use the above properties."]
[null,null,"Results from extra physical test required by T3.31.3 should be entered in the \"Other x\" materials column as required."]
[]
[null,null,"If alternative joint tests to enable lower minimum wall thicknesses have been used then indicate those used by selecting \"YES\" in the table below."]
[null,null,"Combinations other than those presented in the rules are acceptable, provided the substituted tube has equivalent EI (stiffness) and CSA (strength)"]
[]
[null,null,"Note: for tube combinations with large outer diameters it is acceptable to increase the offset between the tube centre-lines in your test samples."]
[]
[null,null,null,"BASELINE JOINT",null,"ALTERNATIVE JOINT",null,"TESTED?"]
[null,null,null,"25.4mm x 2.4mm to","25.4mm x 1.2mm","25.4mm x 2.4mm to","34.9mm x 0.9mm","NO","Enter your test results in this tab"]
[null,"Tubing only",null,"25.4mm x 1.6mm to","25.4mm x 1.2mm","25.4mm x 1.6mm to","34.9mm x 0.9mm","NO","Enter your test results in this tab"]
[null,"Composite only",null,"25.4mm x 1.2mm to","25.4mm x 1.2mm","25.4mm x 1.2mm to","34.9mm x 0.9mm","NO","Enter your test results in this tab"]
[null,"Tubes + composite",null,"25.4mm x 1.2mm to","25.4mm x 1.2mm","34.9mm x 0.9mm to","34.9mm x 0.9mm","NO","Enter your test results in this tab"]
[{"$nulls":7},"NO","Tab to copy for other combinations"]
[null,"Round",{"$nulls":5},"NO"]
[null,"Square",{"$nulls":5},"NO"]
[{"$nulls":7},"NO"]
[{"$nulls":7},"NO"]
[{"$nulls":7},"NO"]
[{"$nulls":7},"NO"]
[{"$nulls":7},"NO"]

{"sheet":"T3.11 Main Hoop Tubing","index":6,"n_rows":28,"n_cols":6,"rows_kept":28,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[null,"Main Hoop Structural Equivalency - note, only steel may be used"]
[]
[null,"Material Property","Baseline","Your Tube"]
[null,"Material type","Steel","Steel"]
[null,"Tube shape","Round","Round"]
[null,"Material name /grade","Steel","Steel"]
[null,"Youngs Modulus, E",200000000000,200000000000]
[null,"Yield strength, Pa",305000000,305000000]
[null,"UTS, Pa",365000000,365000000]
[null,"Yield strength, welded, Pa",180000000,180000000]
[null,"UTS welded, Pa",300000000,300000000]
[]
[null,"Tube OD, mm",25,25]
[null,"Wall, mm",2.5,2.5]
[]
[null,null,"Baseline","Your Tube"]
[null,"OD, m",0.025,0.025]
[null,"Wall, m",0.0025,0.0025]
[null,"I, m^4",1.1322246093750008e-08,1.1322246093750008e-08]
[null,"EI",2264.449218750002,2264.449218750002,100]
[null,"Area, mm^2",176.71458676442586,176.71458676442586,100.00000000000001,""]
[null,"Yield tensile strength, N",53897.94896314989,53897.94896314989,100,""]
[null,"UTS, N",64500.82416901544,64500.82416901544,100,""]
[null,"Yield tensile strength, N as welded",31808.625617596652,31808.625617596652,100,""]
[null,"UTS, N as welded",53014.37602932776,53014.37602932776,100.00000000000001,""]
[null,"Max load at mid span to give UTS for 1m long tube, N",1322.4383437500007,1322.4383437500007,99.99999999999999]
[null,"Max deflection at baseline load for 1m long tube, m",0.012166666666666666,0.012166666666666666,100]
[null,"Energy absorbed up to UTS, J",8.044833257812504,8.044833257812504,100]

{"sheet":"T3.12 Front Hoop Tubing","index":7,"n_rows":28,"n_cols":6,"rows_kept":28,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[null,"Front Hoop Structural Equivalency"]
[]
[null,"Material Property","Baseline","Your Tube"]
[null,"Material type","Steel","Steel"]
[null,"Tube shape","Round","Round"]
[null,"Material name /grade","Steel","Steel"]
[null,"Youngs Modulus, E",200000000000,200000000000]
[null,"Yield strength, Pa",305000000,305000000]
[null,"UTS, Pa",365000000,365000000]
[null,"Yield strength, welded, Pa",180000000,180000000]
[null,"UTS welded, Pa",300000000,300000000]
[]
[null,"Tube OD, mm",25,25]
[null,"Wall, mm",2.5,2.5]
[]
[null,null,"Baseline","Your Tube"]
[null,"OD, m",0.025,0.025]
[null,"Wall, m",0.0025,0.0025]
[null,"I, m^4",1.1322246093750008e-08,1.1322246093750008e-08]
[null,"EI",2264.449218750002,2264.449218750002,100]
[null,"Area, mm^2",176.71458676442586,176.71458676442586,100.00000000000001,""]
[null,"Yield tensile strength, N",53897.94896314989,53897.94896314989,100,""]
[null,"UTS, N",64500.82416901544,64500.82416901544,100,""]
[null,"Yield tensile strength, N as welded",31808.625617596652,31808.625617596652,100,""]
[null,"UTS, N as welded",53014.37602932776,53014.37602932776,100.00000000000001,""]
[null,"Max load at mid span to give UTS for 1m long tube, N",1322.4383437500007,1322.4383437500007,99.99999999999999]
[null,"Max deflection at baseline load for 1m long tube, m",0.012166666666666666,0.012166666666666666,100]
[null,"Energy absorbed up to UTS, J",8.044833257812504,8.044833257812504,100]

{"sheet":"T3.13 Main Hoop Bracing","index":8,"n_rows":28,"n_cols":6,"rows_kept":28,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[null,"Main Hoop Bracing - Note: Only Steel may be used"]
[]
[null,"Material Property","Baseline","Your Tube"]
[null,"Material type","Steel","Steel"]
[null,"Tube shape","Round","Round"]
[null,"Material name /grade","Steel","Steel"]
[null,"Youngs Modulus, E",200000000000,200000000000]
[null,"Yield strength, Pa",305000000,305000000]
[null,"UTS, Pa",365000000,365000000]
[null,"Yield strength, welded, Pa",180000000,180000000]
[null,"UTS welded, Pa",300000000,300000000]
[]
[null,"Tube OD, mm",25,25]
[null,"Wall, mm",1.75,2]
[]
[null,null,"Baseline","Your Tube"]
[null,"OD, m",0.025,0.025]
[null,"Wall, m",0.00175,0.002]
[null,"I, m^4",8.687135994140629e-09,9.629444500000007e-09]
[null,"EI",1737.4271988281257,1925.8889000000015,110.84717111019046]
[null,"Area, mm^2",127.82355109293471,144.51326206513048,113.05683563748079,""]
[null,"Yield tensile strength, N",38986.18308334509,44076.544929864795,113.05683563748079,""]
[null,"UTS, N",46655.59614892116,52747.34065377262,113.05683563748079,""]
[null,"Yield tensile strength, N as welded",23008.23919672825,26012.387171723483,113.05683563748077,""]
[null,"UTS, N as welded",38347.06532788041,43353.97861953915,113.05683563748082,""]
[null,"Max load at mid span to give UTS for 1m long tube, N",1014.6574841156254,1124.7191176000008,110.84717111019044]
[null,"Max deflection at baseline load for 1m long tube, m",0.012166666666666666,0.010976073222989229,90.21430046292518]
[null,"Energy absorbed up to UTS, J",6.172499695036721,6.842041298733338,110.84717111019044]

{"sheet":"T3.13 T3.36 MHoop Brace Spt","index":9,"n_rows":81,"n_cols":12,"rows_kept":81,"cut":false,"hidden":false,"merged":[[1,2,1,4],[1,5,1,6]],"flags":["formulas_cached_only"]}
[null,"Main Hoop Bracing Supports"]
[null,null,"Enter construction type",null,null,"Composite only"]
[]
[null,"Material Property","Baseline",null,"Your Tube","Your Composite","Your Total",null,null,"Outer","Inner"]
[null,"Material type","Steel",null,"Steel","Other 1",null,null,"b (m)",0.12,0.12]
[null,"Tubing Type","Round",null,"Round","NA",null,null,"h (m)",0.00312,0.00312]
[null,"Material name /grade","Steel",null,"Steel","Your Mat. 1"]
[null,"Youngs Modulus, E",200000000000,null,200000000000,40669400028.07673,null,null,"A1 (m^2)",0.0003744,"I1 (m^4)",3.0371327999999996e-10]
[null,"Yield strength, Pa",305000000,null,305000000,214367684.10570163,null,null,"A2 (m^2)",0.0003744,"I2 (m^4)",3.0371327999999996e-10]
[null,"UTS, Pa",365000000,null,365000000,214367684.10570163,null,null,"y1 (m)",0.00156,"Ic1 (m^4)",3.452147712e-08]
[null,"Yield strength, welded, Pa",180000000,null,180000000,"-",null,null,"y2 (m)",0.020680000000000004,"Ic2 (m^4)",3.452147712000002e-08]
[null,"UTS welded, Pa",300000000,null,300000000,"-",null,null,"Centroid (m)",0.011120000000000001,"Ic12 (m^4)",6.904295424000002e-08]
[]
[null,"Number of tubes",2,null,2]
[null,"Tube OD, mm",25.4,null,25.4]
[null,"Wall, mm",1.2,null,1.2]
[]
[null,"Thickness of panel, mm",null,null,null,22.240000000000002]
[null,"Thickness of core, mm",null,null,null,16]
[null,"Thickness of inner skin, mm",null,null,null,3.12]
[null,"Thickness of outer skin, mm",null,null,null,3.12]
[null,"Panel height,mm",null,null,null,120]
[]
[null,"OD, m",0.0254,null,"No tubes"]
[null,"Wall, m",0.0012,null,""]
[null,"I, m^4",6.6959174568e-09,null,"",6.904295424000002e-08,6.904295424000002e-08]
[null,"EI",2678.3669827199997,null,"",2807.9355251067573,2807.9355251067573,104.83759481888383]
[null,"Area, mm^2",182.46370132049515,null,"",748.8000000000002,748.8000000000002,"NA",""]
[null,"Yield tensile strength, N",55651.428902751024,null,"",160518.5218583494,160518.5218583494,288.4355802235555,""]
[null,"UTS, N",66599.25098198073,null,"",160518.5218583494,160518.5218583494,241.02151224160122,""]
[null,"Yield tensile strength, N as welded",32843.46623768913,null,"",160518.5218583494,160518.5218583494,488.7380664899136,""]
[null,"UTS, N as welded",54739.11039614854,null,"",160518.5218583494,160518.5218583494,293.24283989394814,""]
[null,"Max load at mid span to give UTS for 1m long tube, N",1539.5337774689763,null,"",5323.948994332638,5323.948994332638,345.815666551033]
[null,"Max deflection at baseline load for 1m long tube, m",0.011975065616797901,null,"",0.011422491747818024,0.011422491747818024,95.3856297187653]
[null,"Energy absorbed up to UTS, J",9.218009002233865,null,"",105.15003164253068,105.15003164253068,1140.702201712419]
[]
[null,"CAD Screenshots / Images proving all panel dimensions and any additional proof must be appended below"]
[{"$nulls":5},"In the following we show the equivalence of the structure in the minimum section BB"]
[null,"Link to Guidance Notes",null,null,null,"since section AA is slightly greater"]
[]
[{"$nulls":5},"Half chassis width",317,"mm"]
[{"$nulls":5},"B",150,"mm",null,null,"Standard tubes"]
[{"$nulls":5},"Hole diameter",30,"mm"]
[{"$nulls":5},"b",120,"mm"]
[{"$nulls":5},"h",3.12,"mm"]
[{"$nulls":5},"s",22.16,"mm"]
[{"$nulls":5},"A1",374.40000000000003,"mm^2",null,"A",182.46370132049515,"mm^2"]
[{"$nulls":5},"A2",374.40000000000003,"mm^2"]
[{"$nulls":5},"Atot",748.8000000000001,"mm^2"]
[{"$nulls":5},"Izz_loc_1",303.71328,"mm^4"]
[{"$nulls":5},"Izz_loc_2",303.71328,"mm^4"]
[{"$nulls":5},"Izz_loc_tot",68471.47008000001,"mm^4",null,"Izz_loc",13391.8349136,"mm^4"]
[{"$nulls":5},"Izz",75314634.67008,"mm^4",">","Izz",18348986.71690884,"mm^4"]
[{"$nulls":5},"EI",2784693607194007.5,null,">",null,2678366982720000]
[{"$nulls":5},"A*UTS",160518.52185834938,null,">",null,66599.25098198073]
{"$rows_empty":25}
[null,"Section B-B"]

{"sheet":"T3.14 T3.36 FHoop Bracing","index":10,"n_rows":39,"n_cols":12,"rows_kept":39,"cut":false,"hidden":false,"merged":[[1,2,1,4],[1,5,1,6]],"flags":["formulas_cached_only"]}
[null,"Front Hoop Bracing"]
[null,null,"Enter construction type",null,null,"Composite only"]
[]
[null,"Material Property","Baseline",null,"Your Tube","Your Composite","Your Total",null,null,"Outer","Inner"]
[null,"Material type","Steel",null,"Steel","Other 1",null,null,"b (m)",0.0855,0.0855]
[null,"Tubing Type","Round",null,"Round","NA",null,null,"h (m)",0.0020800000000000003,0.0020800000000000003]
[null,"Material name /grade","Steel",null,"Steel","Your Mat. 1"]
[null,"Youngs Modulus, E",200000000000,null,200000000000,40669400028.07673,null,null,"A1 (m^2)",0.00017784000000000005,"I1 (m^4)",6.411724800000002e-11]
[null,"Yield strength, Pa",305000000,null,305000000,214367684.10570163,null,null,"A2 (m^2)",0.00017784000000000005,"I2 (m^4)",6.411724800000002e-11]
[null,"UTS, Pa",365000000,null,365000000,214367684.10570163,null,null,"z1 (m)",0.0010400000000000001,"Ic1 (m^4)",2.173954099200001e-08]
[null,"Yield strength, welded, Pa",180000000,null,180000000,"-",null,null,"z2 (m)",0.023119999999999998,"Ic2 (m^4)",2.1739540992e-08]
[null,"UTS welded, Pa",300000000,null,300000000,"-",null,null,"Centroid (m)",0.01208,"Ic12 (m^4)",4.3479081984000006e-08]
[]
[null,"Number of tubes",1,null,1]
[null,"Tube OD, mm",25.4,null,25.4]
[null,"Wall, mm",1.6,null,1.6]
[]
[null,"Thickness of panel, mm",null,null,null,24.159999999999997]
[null,"Thickness of core, mm",null,null,null,20]
[null,"Thickness of inner skin, mm",null,null,null,2.08]
[null,"Thickness of outer skin, mm",null,null,null,2.08]
[null,"Panel height,mm (half width across top of chassis)",null,null,null,85.5]
[]
[null,"OD, m",0.0254,null,"No tubes"]
[null,"Wall, m",0.0016,null,""]
[null,"I, m^4",8.509918480000002e-09,null,"",4.3479081984000006e-08,4.3479081984000006e-08]
[null,"EI",1701.9836960000005,null,"",1768.2681780608402,1768.2681780608402,103.8945427160449]
[null,"Area, mm^2",119.63184824869931,null,"",355.6799999999997,355.6799999999997,"NA",""]
[null,"Yield tensile strength, N",36487.71371585329,null,"",76246.2978827159,76246.2978827159,208.96430638675002,""]
[null,"UTS, N",43665.624610775245,null,"",76246.2978827159,76246.2978827159,174.61400944646238,""]
[null,"Yield tensile strength, N as welded",21533.732684765877,null,"",76246.2978827159,76246.2978827159,354.07840804421534,""]
[null,"UTS, N as welded",35889.554474609795,null,"",76246.2978827159,76246.2978827159,212.4470448265292,""]
[null,"Max load at mid span to give UTS for 1m long tube, N",978.3055890393704,null,"",3086.261626474178,3086.261626474178,315.4701006568589]
[null,"Max deflection at baseline load for 1m long tube, m",0.0119750656167979,null,"",0.01152617385258344,0.01152617385258344,96.2514463086968]
[null,"Energy absorbed up to UTS, J",5.85763681101329,null,"",56.11075515171442,56.11075515171442,957.9077187956971]
[]
[null,"CAD Screenshots / Images proving all panel dimensions and any additional proof must be appended below"]
[]
[null,"Link to guidance notes"]

{"sheet":"T3.18 T3.31 Ft Bulkhead","index":11,"n_rows":38,"n_cols":25,"rows_kept":38,"cut":false,"hidden":false,"merged":[[14,11,14,13],[14,20,14,22],[14,23,14,25],[15,11,15,13],[16,11,16,13],[17,11,17,13],[1,2,1,4],[1,5,1,6],[5,11,10,11],[12,9,12,12],[4,13,11,13]],"flags":["formulas_cached_only"]}
[null,"Front Bulkhead"]
[null,null,"Enter construction type",null,null,"Composite only"]
[]
[null,"Material Property","Baseline",null,"Your Tube","Your Composite","Your Total",null,null,"Monocoque Bulkhead Dimensions",{"$nulls":6},"BH","FBHS"]
[null,"Material type","Steel",null,"Steel","Other 1",{"$nulls":7},"Bulkhead Height",null,"b (m)",0.06,0.0010400000000000001,"b3 (m)",{"$nulls":5},3]
[null,"Tubing Type","Round",null,"Round","NA",{"$nulls":5},"Cutout Height",null,null,null,"h1 (m)",0.0020800000000000003,0.0010400000000000001,"b4 (m)"]
[null,"Material name /grade","Steel",null,"Steel","Your Mat. 1",{"$nulls":9},"h2 (m)",0.0020800000000000003,0.0254,"h (m)"]
[null,"Youngs Modulus, E",200000000000,null,200000000000,40669400028.07673,{"$nulls":9},"A1 (m^2)",0.0001248,"I1 (m^4)",4.4994560000000007e-11]
[null,"Yield strength, Pa",305000000,null,305000000,214367684.10570163,{"$nulls":9},"A2 (m^2)",0.0001248,"I2 (m^4)",4.4994560000000007e-11,null,1,null,2,null,4]
[null,"UTS, Pa",365000000,null,365000000,214367684.10570163,{"$nulls":9},"A3 (m^2)",2.6416000000000003e-05,"I3 (m^4)",1.4202122133333335e-09]
[null,"Yield strength, welded, Pa",180000000,null,180000000,"-",{"$nulls":4},"Cutout Width",{"$nulls":4},"A4 (m^2)",2.6416000000000003e-05,"I4 (m^4)",1.4202122133333335e-09]
[null,"UTS welded, Pa",300000000,null,300000000,"-",{"$nulls":9},"x1 (m)",0.0010400000000000001,"Ic1 (m^4)",2.952287443216987e-08]
[null,"UTS shear, Pa",219000000,null,null,159736470.76857725,null,null,null,"Bulkhead Width",{"$nulls":5},"x2 (m)",0.023119999999999998,"Ic2 (m^4)",5.665960586117629e-09]
[null,"Number of tubes",2,null,2,{"$nulls":10},"x3 (m)",0.03686,"Ic3 (m^4)",1.2468712697477064e-08]
[null,"Tube OD, mm",25.4,null,25.4,{"$nulls":5},"Bulkhead Width, mm",323,null,null,null,"x4 (m)",0.03686,"Ic4 (m^4)",1.2468712697477064e-08,null,"Bulkhead",null,null,"Front Bulkhead Support"]
[null,"Wall, mm",1.6,null,1.6,{"$nulls":5},"Bulkhead Height, mm",355,null,null,null,"Centroid (m)",0.016408830811554326]
[{"$nulls":10},"Cutout Width, mm",203,{"$nulls":5},"Ic12 (m^4)",3.5188835018287496e-08]
[null,"Thickness of panel, mm",null,null,null,24.159999999999997,{"$nulls":4},"Cutout Height, mm",158,{"$nulls":5},"Ic34 (m^4)",2.493742539495413e-08]
[null,"Thickness of core, mm",null,null,null,20,{"$nulls":11},"E34",40669400028.07673]
[null,"Thickness of inner skin, mm",null,null,null,2.08]
[null,"Thickness of outer skin, mm",null,null,null,2.08]
[null,"Panel height,mm",null,null,null,120]
[]
[null,"OD, m",0.0254,null,"No tubes"]
[null,"Wall, m",0.0016,null,""]
[null,"I, m^4",8.509918480000002e-09,null,"",1.2025252082648326e-07,1.2025252082648326e-07]
[null,"EI",3403.967392000001,null,"",4890.597873876875,4890.597873876875,143.67346424559622]
[null,"Area, mm^2",239.26369649739863,null,"",499.1999999999996,499.1999999999996,"NA",""]
[null,"Yield tensile strength, N",72975.42743170659,null,"",107012.34790556616,107012.34790556616,146.64161851701755,""]
[null,"UTS, N",87331.24922155049,null,"",107012.34790556616,107012.34790556616,122.5361469799736,""]
[null,"Yield tensile strength, N as welded",43067.465369531754,null,"",107012.34790556616,107012.34790556616,248.476075820502,""]
[null,"UTS, N as welded",71779.10894921959,null,"",107012.34790556616,107012.34790556616,149.08564549230118,""]
[null,"Max load at mid span to give UTS for 1m long tube, N",1956.6111780787407,null,"",8535.84582696883,8535.84582696883,436.2566217857578]
[null,"Max deflection at baseline load for 1m long tube, m",0.0119750656167979,null,"",0.008334918128185214,0.008334918128185214,69.60227521837955]
[null,"Energy absorbed up to UTS, J",11.71527362202658,null,"",155.18864347122732,155.18864347122732,1324.6693886811825]
[null,"Perimeter shear, N (monocoques only)",445446.00000000006,null,"N/A",450533.52107335685,450533.52107335685,101.1421184775162]
[]
[null,"CAD Screenshots / Images proving all panel dimensions must be appended below"]

{"sheet":"T3.19 T3.32 FBH S'pt Structure","index":12,"n_rows":45,"n_cols":15,"rows_kept":45,"cut":false,"hidden":false,"merged":[[1,2,1,4],[1,5,1,6],[18,4,21,6]],"flags":["formulas_cached_only"]}
[null,"Front Bulkhead Support Structure"]
[null,null,"Enter construction type",null,null,"Composite only"]
[]
[null,"Material Property","Baseline",null,"Your Tube type 1","Your Tube type 2","Your Tube type 3","Your Tubes Total","Your Composite","Your Total",null,null,"Outer","Inner"]
[null,"Material type","Steel",null,"Steel","Steel","Steel",null,"Other 1",null,null,"b (m)",0.31739999999999996,0.31739999999999996]
[null,"Tubing Type","Round",null,"Round","Round","Round",null,"NA",null,null,"h (m)",0.0010400000000000001,0.0010400000000000001]
[null,"Material name /grade","Steel",null,"Steel","Steel","Steel",null,"Your Mat. 1"]
[null,"Youngs Modulus, E",200000000000,null,200000000000,200000000000,200000000000,null,40669400028.07673,null,null,"A1 (m^2)",0.000330096,"I1 (m^4)",2.97526528e-11]
[null,"Yield strength, Pa",305000000,null,305000000,305000000,305000000,null,214367684.10570163,null,null,"A2 (m^2)",0.000330096,"I2 (m^4)",2.97526528e-11]
[null,"UTS, Pa",365000000,null,365000000,365000000,365000000,null,214367684.10570163,null,null,"y1 (m)",0.0005200000000000001,"Ic1 (m^4)",3.65616090112e-08]
[null,"Yield strength, welded, Pa",180000000,null,180000000,180000000,180000000,null,"-",null,null,"y2 (m)",0.02156,"Ic2 (m^4)",3.65616090112e-08]
[null,"UTS welded, Pa",300000000,null,300000000,300000000,300000000,null,"-",null,null,"Centroid (m)",0.01104,"Ic12 (m^4)",7.31232180224e-08]
[]
[null,"Number of tubes",3,null,3,0,0]
[null,"Tube OD, mm",25.4,null,25.4,25.4,25.4]
[null,"Wall, mm",1.2,null,1.2,1.2,1.2]
[{"$nulls":5},"Baseline design?","NO"]
[null,"Thickness of panel, mm",null,null,"YES","N/A","N/A",null,22.08]
[null,"Thickness of core, mm",{"$nulls":6},20]
[null,"Thickness of inner skin, mm",{"$nulls":6},1.04]
[null,"Thickness of outer skin, mm",{"$nulls":6},1.04]
[null,"Panel height,mm",{"$nulls":6},317.4]
[]
[null,"OD, m",0.0254,null,"No tubes","No tubes","No tubes"]
[null,"Wall, m",0.0012,null,"","",""]
[null,"I, m^4",6.6959174568e-09,null,"","","","",7.31232180224e-08,7.31232180224e-08]
[null,"EI",4017.5504740799997,null,"","","","",2973.877405093255,2973.877405093255,74.02215415287992,"For Composites Only, Additional Proof Required"]
[null,"Area, mm^2",273.6955519807427,null,"","","","",660.1919999999994,660.1919999999994,"NA",""]
[null,"Yield tensile strength, N",83477.14335412653,null,"","","","",141523.83010511124,141523.83010511124,169.53602437584524,""]
[null,"UTS, N",99898.8764729711,null,"","","","",141523.83010511124,141523.83010511124,141.66708886200766,""]
[null,"Yield tensile strength, N as welded",49265.19935653369,null,"","","","",141523.83010511124,141523.83010511124,287.26937463684885,""]
[null,"UTS, N as welded",82108.66559422281,null,"","","","",141523.83010511124,141523.83010511124,172.36162478210935,""]
[null,"Max load at mid span to give UTS for 1m long tube, N",2309.3006662034645,null,"","","","",5679.440181818185,5679.440181818185,245.93766697150338,""]
[null,"Max deflection at baseline load for 1m long tube, m",0.0119750656167979,null,"","","","",0.01617767782340606,0.01617767782340606,135.0946904266895,"For Composites Only, Additional Proof Required"]
[null,"Energy absorbed up to UTS, J",13.827013503350795,null,"","","","",112.9839529377511,112.9839529377511,817.1247747054772,""]
[null,null,1325.7916564463999,null,9e+99,9e+99,9e+99]
[null,"CAD Screenshots / Images proving all panel dimensions and any additional proof must be appended below"]
[]
[null,"Link to guidance notes",{"$nulls":5},"half_width",168.36,"mm",null,"Tubes"]
[{"$nulls":7},"Iy_centroid",3464422.01449,"mm^4",null,20087.752370399998,"mm^4"]
[{"$nulls":7},"Area",1314.45487,"mm^2",null,273.6955519807427,"mm^2"]
[{"$nulls":7},"X",-118.06245]
[{"$nulls":7},"Iyy_centr_line",21786269.449512314,"mm^4",">",7778012.696386011,"mm^4"]
[{"$nulls":7},"E*Iy_centroid",140895.96477336925,null,">",4017.5504740799993]
[{"$nulls":7},"A*UTS",281776.64634336106,"N",">",99898.8764729711,"N"]

{"sheet":"T3.24 T3.33 Side Impact Struct.","index":13,"n_rows":39,"n_cols":16,"rows_kept":39,"cut":false,"hidden":false,"merged":[[1,2,1,4],[1,5,1,6]],"flags":["formulas_cached_only"]}
[null,"Side Impact Structure"]
[null,null,"Enter construction type",null,null,"Composite only"]
[]
[null,"Material Property","Baseline",null,"Upper SIS Member","Your Tube type 2","Your Tube type 3","Your Tubes Total","Composite Side (Vertical)","Composite Floor (Horizontal)","Your Total",null,"Side","Outer","Inner"]
[null,"Material type","Steel",null,"Steel","Steel","Steel",null,"Composite 1","Other 1",null,null,"b (m)",0.32,0.32]
[null,"Tubing Type","Round",null,"Round","Square","Round",null,"NA","NA",null,null,"h (m)",0.0010400000000000001,0.0010400000000000001]
[null,"Material name /grade","Steel",null,"Steel","Steel","Steel",null,"T3.30_Laminate","Your Mat. 1"]
[null,"Youngs Modulus, E",200000000000,null,200000000000,200000000000,200000000000,null,76269546660.19942,40669400028.07673,null,null,"A1 (m^2)",0.00033280000000000007,"I1 (m^4)",2.999637333333334e-11]
[null,"Yield strength, Pa",305000000,null,305000000,305000000,305000000,null,425383116.3611906,214367684.10570163,null,null,"A2 (m^2)",0.00033280000000000007,"I2 (m^4)",2.999637333333334e-11]
[null,"UTS, Pa",365000000,null,365000000,365000000,365000000,null,425383116.3611906,214367684.10570163,null,null,"y1 (m)",0.0005200000000000001,"Ic1 (m^4)",3.6861105493333335e-08]
[null,"Yield strength, welded, Pa",180000000,null,180000000,180000000,180000000,null,"N/A","-",null,null,"y2 (m)",0.02156,"Ic2 (m^4)",3.6861105493333335e-08]
[null,"UTS welded, Pa",300000000,null,300000000,300000000,300000000,null,"N/A","-",null,null,"Centroid (m)",0.01104,"Ic12 (m^4)",7.372221098666667e-08]
[null,"Straight or Bent / Multipiece Upper Member?","N/A",null,"Straight","N/A","N/A"]
[null,"Number of tubes",3,null,1,2,0,{"$nulls":5},"Floor","Outer","Inner"]
[null,"Tube OD, mm",25.4,null,25.4,25.4,25.4,{"$nulls":5},"b (m)",0.0010400000000000001,0.0010400000000000001]
[null,"Wall, mm",1.6,null,1.6,1.6,1.6,{"$nulls":5},"h (m)",0.2325,0.2325]
[{"$nulls":5},"Baseline design?","NO"]
[null,"Thickness of panel, mm",null,null,"YES","YES","N/A",null,22.08,22.08,null,null,"A1 (m^2)",0.00024180000000000005,"I1 (m^4)",2.1794240000000005e-11]
[null,"Thickness of core, mm",{"$nulls":6},20,20,null,null,"A2 (m^2)",0.00024180000000000005,"I2 (m^4)",2.1794240000000005e-11]
[null,"Thickness of inner skin, mm",{"$nulls":6},1.04,1.04,null,null,"z1 (m)",0.0005200000000000001,"Ic1 (m^4)",2.6781896959999992e-08]
[null,"Thickness of outer skin, mm",{"$nulls":6},1.04,1.04,null,null,"z2 (m)",0.02156,"Ic2 (m^4)",2.6781896960000012e-08]
[null,"Panel height (Vertical Side)/width (Horiz. Floor),mm",{"$nulls":6},320,232.5,null,null,"Centroid (m)",0.011039999999999998,"Ic12 (m^4)",5.3563793920000004e-08]
[]
[null,"OD, m",0.0254,null,"No tubes","No tubes","No tubes"]
[null,"Wall, m",0.0016,null,"","",""]
[null,"I, m^4",8.509918480000002e-09,null,"","","","",7.372221098666667e-08,5.3563793920000004e-08,1.2728600490666667e-07]
[null,"EI",5105.951088000002,null,"","","","",5622.75961074064,2178.4073619539445,7801.166972694584,152.78577562227093,""]
[null,"Area, mm^2",358.8955447460979,null,"","","","",665.5999999999995,483.5999999999996,1149.1999999999991,"NA",""]
[null,"Yield tensile strength, N",109463.14114755986,null,"","","","","N/A","N/A","N/A","NA",""]
[null,"UTS, N",130996.87383232574,null,"","","","","N/A","N/A","N/A","NA",""]
[null,"Yield tensile strength, N as welded",64601.19805429763,null,"","","","","N/A","N/A","N/A","NA",""]
[null,"UTS, N as welded",107668.66342382938,null,"","","","","N/A","N/A","N/A","NA",""]
[null,"Max load at mid span to give UTS for 1m long tube, N",2934.9167671181112,null,"","","","","N/A","N/A","N/A","NA"]
[null,"Max deflection at baseline load for 1m long tube, m",0.011975065616797901,null,"","","","","N/A","N/A","N/A","NA"]
[null,"Energy absorbed up to UTS, J",17.572910433039873,null,"","","","","N/A","N/A","N/A","NA"]
[null,null,1684.9638590400007,null,9e+99,9e+99,9e+99]
[null,"CAD Screenshots / Images proving all panel dimensions and any additional proof must be appended below"]
[]
[null,"Link to guidance notes"]

{"sheet":"T5.4 Shoulder Harness Bar","index":14,"n_rows":37,"n_cols":12,"rows_kept":37,"cut":false,"hidden":false,"merged":[[1,2,1,4],[1,5,1,6]],"flags":["formulas_cached_only"]}
[null,"Shoulder Harness Bar Equivalency"]
[null,null,"Enter construction type",null,null,"Composite only"]
[]
[null,"Material Property","Baseline",null,"Your Tube","Your Composite","Your Total",null,null,"Outer","Inner"]
[null,"Material type","Steel",null,"Steel","Composite 1",null,null,"b (m)",0.246,0.246]
[null,"Tubing Type","Round",null,"Round","N/A",null,null,"h (m)",0.0020800000000000003,0.0020800000000000003]
[null,"Material name /grade","Steel",null,"Steel","T3.30_Laminate"]
[null,"Youngs Modulus, E",200000000000,null,200000000000,76269546660.19942,null,null,"A1 (m^2)",0.00051168,"I1 (m^4)",1.8447769600000006e-10]
[null,"Yield strength, Pa",305000000,null,305000000,425383116.3611906,null,null,"A2 (m^2)",0.00051168,"I2 (m^4)",1.8447769600000006e-10]
[null,"UTS, Pa",365000000,null,365000000,425383116.3611906,null,null,"x1 (m)",0.0010400000000000001,"Ic1 (m^4)",1.8851382784000008e-08]
[null,"Yield strength, welded, Pa",180000000,null,180000000,"N/A",null,null,"x2 (m)",0.013120000000000001,"Ic2 (m^4)",1.8851382784000002e-08]
[null,"UTS welded, Pa",300000000,null,300000000,"N/A",null,null,"Centroid (m)",0.007080000000000001,"Ic12 (m^4)",3.770276556800001e-08]
[]
[null,"Number of tubes",1,null,1]
[null,"Tube OD, mm",25.4,null,25.4]
[null,"Wall, mm",2.4,null,2.4]
[]
[null,"Thickness of panel, mm",null,null,null,14.16]
[null,"Thickness of core, mm",null,null,null,10]
[null,"Thickness of inner skin, mm",null,null,null,2.08]
[null,"Thickness of outer skin, mm",null,null,null,2.08]
[null,"Panel height,mm",null,null,null,246]
[]
[null,"OD, m",0.0254,null,"No tubes"]
[null,"Wall, m",0.0024,null,""]
[null,"I, m^4",1.1593489847999996e-08,null,"",3.770276556800001e-08,3.770276556800001e-08]
[null,"EI",2318.6979695999994,null,"",2875.572837707137,2875.572837707137,124.01670572917284]
[null,"Area, mm^2",173.41591447815662,null,"",1023.36,1023.36,590.11884986421,""]
[null,"Yield tensile strength, N",52891.85391583777,null,"",435320.06595938804,435320.06595938804,823.038017635145,""]
[null,"UTS, N",63296.808784527166,null,"",435320.06595938804,435320.06595938804,687.7440969279979,""]
[null,"Yield tensile strength, N as welded",31214.864606068193,null,"",435320.06595938804,435320.06595938804,1394.5921965484401,""]
[null,"UTS, N as welded",52024.77434344698,null,"",435320.06595938804,435320.06595938804,836.7553179290642,""]
[null,"Max load at mid span to give UTS for 1m long tube, N",1332.7948959118107,null,"",9061.084696469627,9061.084696469627,679.8558971274142]
[null,"Max deflection at baseline load for 1m long tube, m",0.011975065616797901,null,"",0.00965601008863193,0.00965601008863193,80.63429794561677]
[null,"Energy absorbed up to UTS, J",7.980153166138631,null,"",297.41630519659424,297.41630519659424,3726.9498342286265]
[]
[null,"CAD Screenshots / Images proving all panel dimensions and any additional proof must be appended below"]

{"sheet":"T3.20 IA AI Plate","index":15,"n_rows":37,"n_cols":9,"rows_kept":37,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[null,"Impact Attenuator Anti-Intrusion Plate"]
[]
[null,"Material Property","Baseline","Your Plate",null,"Vertical","Outer","Inner"]
[null,"Material type","Steel","Comp (IAD Test)",null,"b (m)",0.355,0.355]
[null,"Material name /grade","Steel","N/A",null,"h (m)",0.0020800000000000003,0.0020800000000000003]
[null,"Youngs Modulus, E",200000000000,"N/A"]
[null,"Yield strength, Pa",305000000,"N/A",null,"A1 (m^2)",0.0007384000000000001,"I1 (m^4)",2.662178133333334e-10]
[null,"UTS, Pa",365000000,"N/A",null,"A2 (m^2)",0.0007384000000000001,"I2 (m^4)",2.662178133333334e-10]
[null,"Yield strength, welded, Pa",180000000,"N/A",null,"x1 (m)",0.0010400000000000001,"Ic1 (m^4)",1.0648712533333336e-09]
[null,"UTS welded, Pa",300000000,"N/A",null,"x2 (m)",0.0031200000000000004,"Ic2 (m^4)",1.0648712533333336e-09]
[null,"UTS shear, Pa",219000000,"N/A",null,"Centroid (m)",0.0020800000000000003,"Ic12 (m^4)",2.1297425066666672e-09]
[]
[null,"Thickness of panel, mm",1.5,4.16,null,"Horizontal","Outer","Inner"]
[null,"Thickness of core, mm",1.5,0,null,"b (m)",0.323,0.323]
[null,"Thickness of inner skin, mm",1.5,2.08,null,"h (m)",0.0020800000000000003,0.0020800000000000003]
[null,"Thickness of outer skin, mm",1.5,2.08]
[null,"Panel height,mm (from Front Bulkhead tab)",355,355,null,"A1 (m^2)",0.0006718400000000002,"I1 (m^4)",2.4222071466666673e-10]
[null,"Panel width, mm (from Front Bulkhead tab)",323,323,null,"A2 (m^2)",0.0006718400000000002,"I2 (m^4)",2.4222071466666673e-10]
[null,null,"Baseline Design?","NO",null,"x1 (m)",0.0010400000000000001,"Ic1 (m^4)",9.68882858666667e-10]
[{"$nulls":5},"x2 (m)",0.0031200000000000004,"Ic2 (m^4)",9.68882858666667e-10]
[null,"Composite AIP",null,null,null,"Centroid (m)",0.0020800000000000003,"Ic12 (m^4)",1.937765717333334e-09]
[null,"Impact Attenuator Height, mm","N/A",100,""]
[null,"Impact Attenuator Width, mm","N/A",200,""]
[null,"Max BM, Vertical (120kN Partial UDL), Nm","N/A","N/A"]
[null,"Max BM, Horizontal (120kN Partial UDL), Nm","N/A","N/A"]
[null,"I, Vertical, m^4","N/A",2.1297425066666672e-09]
[null,"I, Horizontal, m^4","N/A",1.937765717333334e-09]
[null,"Max Stress, Vertical, Pa","N/A","N/A"]
[null,"Max Stress, Horizontal, Pa","N/A","N/A"]
[null,"Safety Factor, Bending","N/A","N/A"]
[null,"Perimeter Shear Stress, 120kN Load, Pa","N/A","N/A"]
[null,"Safety Factor, Perimeter Shear","N/A","N/A"]
[null,null,null,"N/A"]
[]
[null,"CAD Screenshots / Images proving all panel dimensions and any additional proof must be appended below"]
[]
[null,"Link to guidance notes"]

{"sheet":"3 Point Bending Comp AIP","index":16,"n_rows":63,"n_cols":35,"rows_kept":63,"cut":false,"hidden":false,"merged":[[0,0,0,18],[0,19,0,37],[2,3,2,9],[2,14,2,18],[2,22,2,28],[2,33,2,37],[4,0,4,18],[45,0,45,1],[45,2,45,3],[45,4,45,5],[45,6,45,7],[45,13,45,14],[45,15,45,17],[45,19,45,20],[45,21,45,22],[45,23,45,24],[45,25,45,26],[45,32,45,33],[46,0,46,1],[46,2,46,3],[46,4,46,5],[46,6,46,7],[46,19,46,20],[46,21,46,22],[46,23,46,24],[46,25,46,26],[49,0,49,1],[49,2,49,3],[49,21,49,22],[52,21,52,22],[53,0,53,1],[53,2,53,3],[49,32,49,33],[50,2,50,3],[50,21,50,22],[50,32,50,33],[51,21,51,22],[51,32,51,33],[59,2,59,3],[55,0,55,1],[54,2,54,3],[57,2,57,3],[58,2,58,3],[52,2,52,3],[54,0,54,1],[56,0,56,1],[55,2,55,3],[56,2,56,3]],"flags":["formulas_cached_only"]}
["FSAETM SES - COMPOSITE AIP LAMINATE TEST RESULTS",{"$nulls":18},"FSAETM SES - COMPOSITE AIP RIG COMPLIANCE TEST RESULTS (OPTIONAL)"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG",{"$nulls":4},"University Name",null,null,"",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,""]
{"$rows_empty":7}
[{"$nulls":6},"Paste images of test setup here",{"$nulls":18},"Paste images of test setup here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection",{"$nulls":18},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
[]
["Figure 1: Test setup - Laminate Panel",{"$nulls":18},"Figure 3: Test setup - Steel tube(s)"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curve here",{"$nulls":18},"Paste load deflection curve here"]
[]
[{"$nulls":6},"Logged data must be appended in the section below",{"$nulls":18},"Logged data must be appended in the section below"]
{"$rows_empty":8}
["Figure 2: Load Deflection Curve",{"$nulls":18},"Figure 4: Load Deflection Curve - Steel Tube(s)"]
[]
["Enter values for minimum and maximum load/deflection in linear-elastic region",{"$nulls":18},"Enter values for minimum and maximum load/deflection in linear-elastic region"]
["x1 (mm)",null,0,null,"y1 (N)",null,0,{"$nulls":5},"Gradient (N/mm)",0,null,1276.4877720000004,null,null,null,"x1 (mm)",null,0,null,"y1 (N)",null,0,{"$nulls":5},"Gradient (N/mm)",0]
["x2 (mm)",null,0,null,"y2 (N)",null,0,{"$nulls":12},"x2 (mm)",null,0,null,"y2 (N)",null,0]
[]
["Enter value for force at panel failure or maximum tested force",{"$nulls":18},"Enter details of tube(s) tested"]
["ymax (N)",null,0,{"$nulls":17},"l (mm)",400,null,"Tube Support Span",{"$nulls":7},"Theoretical EI (N.mm2)",1744439000.4490404,null,1308.3292503367802]
[null,null,4119.413135110708,{"$nulls":17},"n",1,null,"Number of Tubes",{"$nulls":7},"Tested EI (N.mm2)",1744439000.4490404,null,1308.3292503367802]
["Enter details of test setup, panel core and skin thicknesses below",{"$nulls":19},"Do (mm)",25.4,null,"Tube Outer Diameter",{"$nulls":7},"Rig Compliance (N/mm)",0]
[null,"l (mm)",400,null,"Panel Support Span",{"$nulls":15},"Di (mm)",22.1,null,"Tube Inner Diameter"]
["h (mm)",null,300,null,"Panel Height"]
["b (mm)",null,0,null,"Core Thickness"]
["t1 (mm)",null,2.08,null,"Inner Skin Thickness"]
["t2 (mm)",null,2.08,null,"Outer Skin Thickness"]
[null,"I (mm4)",1799.7824,null,"Second moment of area"]
[null,"E (GPa)",0,null,"Skin modulus of elasticity"]
[null,"σUTS(MPa)",0,null,"UTS of skins"]
[]
["Paste in logged data from test below:",{"$nulls":18},"Paste in logged data from test below:"]
["It is acceptable to resample the data at a lower frequency to reduce the number of datapoints.",{"$nulls":18},"It is acceptable to resample the data at a lower frequency to reduce the number of datapoints."]

{"sheet":"Shear Test Comp AIP","index":17,"n_rows":57,"n_cols":15,"rows_kept":57,"cut":false,"hidden":false,"merged":[[0,0,0,18],[2,3,2,9],[2,14,2,18],[50,1,50,2],[50,3,50,4],[52,0,52,2],[52,3,52,4],[47,0,47,2],[47,3,47,4]],"flags":["formulas_cached_only"]}
["FSAETM SES - COMPOSITE AIP PERIMETER SHEAR TEST RESULTS"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
{"$rows_empty":7}
[{"$nulls":6},"Paste images of test setup here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
[]
["Figure 1: Test setup"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curve here"]
[]
[{"$nulls":6},"Logged data must be appended in the section below"]
{"$rows_empty":10}
["Figure 2: Load Deflection Curve"]
[]
["Enter values for force at first and second peak (see monocoque guidance tab)"]
["ymax (N)",null,null,0]
[]
["Enter details of skin thickness"]
[null,"t (mm)",null,0]
[]
["σshear (Mpa)",null,null,0,null,"Shear strength of skin, used for attachment calcs where appropriate"]
[]
[]
["Paste in logged data from test below:"]
["It is acceptable to resample the data at a lower frequency to reduce the number of datapoints."]

{"sheet":"T3.30 Laminate Test","index":18,"n_rows":190,"n_cols":35,"rows_kept":190,"cut":false,"hidden":false,"merged":[[61,2,61,3],[50,21,50,22],[53,2,53,3],[56,21,56,22],[55,32,55,33],[54,21,54,22],[55,21,55,22],[54,32,54,33],[53,32,53,33],[53,21,53,22],[46,25,46,26],[46,32,46,33],[63,2,63,3],[47,19,47,20],[62,2,62,3],[56,2,56,3],[51,2,51,3],[47,4,47,5],[47,2,47,3],[47,6,47,7],[58,2,58,3],[50,0,50,1],[50,2,50,3],[60,0,60,1],[0,19,0,37],[2,22,2,28],[2,33,2,37],[46,19,46,20],[46,21,46,22],[46,23,46,24],[0,0,0,18],[46,6,46,7],[46,13,46,14],[46,0,46,1],[59,0,59,1],[60,2,60,3],[59,2,59,3],[58,0,58,1],[57,0,57,1],[57,2,57,3],[47,0,47,1],[46,2,46,3],[47,25,47,26],[47,21,47,22],[47,23,47,24],[2,3,2,9],[2,14,2,18],[4,0,4,18],[46,4,46,5],[46,15,46,17]],"flags":["formulas_cached_only"]}
["FSAETM SES - LAMINATE TEST RESULTS",{"$nulls":18},"FSAETM SES - STEEL TUBE TEST RESULTS"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG",{"$nulls":4},"University Name",null,null,"",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,""]
{"$rows_empty":7}
[{"$nulls":6},"Paste images of test setup here",{"$nulls":18},"Paste images of test setup here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection",{"$nulls":18},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
[]
["Figure 1: Test setup - Laminate Panel",{"$nulls":18},"Figure 3: Test setup - Steel tube(s)"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curve here",{"$nulls":18},"Paste load deflection curve here"]
[]
[{"$nulls":6},"Logged data must be appended in the section below",{"$nulls":18},"Logged data must be appended in the section below"]
{"$rows_empty":8}
["Figure 2: Load Deflection Curve",{"$nulls":18},"Figure 4: Load Deflection Curve - Steel Tube(s)"]
[]
["Enter values for minimum and maximum load/deflection in linear-elastic region.",{"$nulls":18},"Enter values for minimum and maximum load/deflection in linear-elastic region"]
["Gradient must be >= that of two baseline steel tubes"]
["x1 (mm)",null,2.522,null,"y1 (N)",null,3052,{"$nulls":5},"Gradient (N/mm)",2545.2821283188064,null,137.92587090091806,null,null,null,"x1 (mm)",null,0.5432020791062576,null,"y1 (N)",null,1052.7839999999999,{"$nulls":5},"Gradient (N/mm)",1856.8969956649935]
["x2 (mm)",null,4.76,null,"y2 (N)",null,8156,{"$nulls":12},"x2 (mm)",null,2.7097196669917825,null,"y2 (N)",null,5075.784]
[]
["Enter value for force at panel failure or maximum tested force.",{"$nulls":18},"Enter value of absorbed energy upto 12.7mm of deflection"]
["ymax (N)",null,21699,null,"(>= bending strength of two baseline side impact tubes)",{"$nulls":15},"Energy (J)",75.84172792291663]
[null,null,4347.461137975698]
["Enter value of absorbed energy, must be >= that of two baseline tubes",{"$nulls":18},"Enter details of tube(s) tested"]
[null,"Energy (J)",110.0629,{"$nulls":17},"l (mm)",450,null,"Tube Support Span",{"$nulls":7},"Theoretical EI (N.mm2)",3851278434.0357275,null,2028.656952907708]
[{"$nulls":20},"n",2,null,"Number of Tubes",{"$nulls":7},"Tested EI (N.mm2)",3525202890.2077613,null,1856.8969956649935]
["Enter details of test setup, panel core and skin thicknesses below",{"$nulls":19},"Do (mm)",25,null,"Tube Outer Diameter",{"$nulls":7},"Rig Compliance (N/mm)",21931.811474347596]
[null,"l (mm)",450,null,"Panel Support Span",{"$nulls":15},"Di (mm)",21,null,"Tube Inner Diameter"]
["h (mm)",null,275,null,"Panel Height (should be 275mm, alternative sizes must be agreed in advance)"]
["b (mm)",null,20,null,"Core Thickness"]
["t1 (mm)",null,1.04,null,"Inner Skin Thickness"]
["t2 (mm)",null,1.04,null,"Outer Skin Thickness"]
[null,"I (mm4)",63355.025066666625,null,"Second moment of area"]
[null,"E (GPa)",76.26954666019941,null,"Skin modulus of elasticity"]
[null,"σUTS(MPa)",425.3831163611906,null,"UTS of skins"]
[]
["Paste in logged data from test below:",{"$nulls":18},"Paste in logged data from test below:"]
["It is acceptable to resample the data at a lower frequency to reduce the number of datapoints.",{"$nulls":18},"It is acceptable to resample the data at a lower frequency to reduce the number of datapoints."]
["Disp","Force",null,"Disp","Force",{"$nulls":14},"Disp","Force",null,"Disp","Force"]
["[mm]","[kN]",null,"[mm]","[kN]",{"$nulls":14},"[mm]","[kN]",null,"[mm]","[kN]"]
[-0.003,-0.029,null,7.935,15.263,{"$nulls":14},0,0,null,7.917981777053801,7.012616]
[0.016,0.001,null,8.005,15.416,{"$nulls":14},0.06801572499752563,0.13505119999999998,null,7.9816224805113745,7.016824]
[0.083,0.032,null,8.067,15.568,{"$nulls":14},0.13589981468806947,0.2661656,null,8.045261578986544,7.020984]
[0.149,0.022,null,8.133,15.69,{"$nulls":14},0.20378382412949303,0.3972776,null,8.108899339976373,7.025104000000001]
[0.219,-0.019,null,8.199,15.802,{"$nulls":14},0.27166769982238276,0.5283855999999999,null,8.172535763480866,7.029184]
[0.281,-0.039,null,8.265,15.955,{"$nulls":14},0.3395514952661522,0.6594912,null,8.236170582002952,7.033216]
[0.347,-0.019,null,8.332,16.148,{"$nulls":14},0.4074351569613878,0.7905928,null,8.299803528045567,7.037192]
[0.417,0.062,null,8.398,16.26,{"$nulls":14},0.47531860465896936,0.921688,null,8.363435671596976,7.041144]
[0.476,0.073,null,8.468,16.432,{"$nulls":14},0.5432020791062576,1.0527840000000002,null,8.427066745160117,7.045064]
[0.546,0.083,null,8.53,16.585,{"$nulls":14},0.6110855535535459,1.18388,null,8.490697016232055,7.04896]
[0.612,0.134,null,8.592,16.697,{"$nulls":14},0.678967690515496,1.3149359999999999,null,8.554325949818653,7.052816]
[0.678,0.205,null,8.662,16.9,{"$nulls":14},0.7468471525067698,1.445912,null,8.617954080914048,7.056648]
[0.74,0.266,null,8.725,17.022,{"$nulls":14},0.8147231370361645,1.5767840000000002,null,8.68158140951824,7.060456]
[0.81,0.306,null,8.795,17.144,{"$nulls":14},0.8825803967708248,1.707096,null,8.745207400637096,7.064224]
[0.876,0.388,null,8.861,17.317,{"$nulls":14},0.9504518338500696,1.8378320000000001,null,8.808832856761814,7.067976]
[0.939,0.439,null,8.927,17.48,{"$nulls":14},1.0182242970142905,1.965608,null,8.872549261889528,7.074448]
[1.005,0.489,null,8.993,17.602,{"$nulls":14},1.0860507945861733,2.095,null,8.936296964174158,7.081856]
[1.075,0.561,null,9.063,17.775,{"$nulls":14},1.1535763579569696,2.215392,null,9.000016311769615,7.0884160000000005]
[1.137,0.662,null,9.125,17.917,{"$nulls":14},1.2214025880317847,2.344776,null,9.06371452709673,7.094344]
[1.203,0.754,null,9.191,18.049,{"$nulls":14},1.2889963631548271,2.4672080000000003,null,9.127395087617383,7.099743999999999]
[1.269,0.815,null,9.254,18.191,{"$nulls":14},1.356452644785107,2.5855279999999996,null,9.191061203296382,7.104712]
[1.332,0.866,null,9.328,18.314,{"$nulls":14},1.423838842183667,2.701752,null,9.25471608409854,7.109344]
[1.406,0.977,null,9.39,18.466,{"$nulls":14},1.4911346255733675,2.8152719999999998,null,9.318362404994536,7.11372]
[1.472,1.079,null,9.456,18.608,{"$nulls":14},1.5582642932840682,2.923824,null,9.381765036061918,7.110808]
[1.534,1.15,null,9.522,18.771,{"$nulls":14},1.626715396508872,3.071896,null,9.445439176652945,7.116015999999999]
[1.6,1.252,null,9.588,18.934,{"$nulls":14},1.69462374818345,3.2037359999999997,null,9.50966168623262,7.137624]
[1.67,1.354,null,9.647,19.076,{"$nulls":14},1.7624986627245742,3.334576,null,9.573361506542142,7.1436]
[1.729,1.466,null,9.721,19.198,{"$nulls":14},1.8303297077466065,3.464104,null,9.63703430964783,7.1487680000000005]
[1.799,1.527,null,9.783,19.371,{"$nulls":14},1.8981035083961657,3.59192,null,9.700696412870816,7.153616]
[1.861,1.699,null,9.853,19.493,{"$nulls":14},1.9659332159328597,3.721408,null,9.76434968869057,7.1582]
[1.931,1.781,null,9.915,19.676,{"$nulls":14},2.033696316699714,3.848904,null,9.828574070749719,7.179863999999999]
[1.993,1.893,null,9.985,19.798,{"$nulls":14},2.10140832552665,3.974872,null,9.89220594680406,7.183808]
[2.063,2.086,null,10.051,19.94,{"$nulls":14},2.1696534560093768,4.116784,null,9.95602480330868,7.193344]
[2.129,2.198,null,10.118,20.083,{"$nulls":14},2.2374235116999888,4.2444880000000005,null,10.019733451021432,7.199584]
[2.195,2.309,null,10.176,20.164,{"$nulls":14},2.305109305814297,4.369672,null,10.08345039114328,7.206072]
[2.258,2.431,null,10.25,20.367,{"$nulls":14},2.3728341545004796,4.496024,null,10.147162516317914,7.212416]
[2.32,2.655,null,10.312,20.5,{"$nulls":14},2.440450666874271,4.619136,null,10.210869826545329,7.218616]
[2.39,2.737,null,10.378,20.601,{"$nulls":14},2.5079738227714587,4.739456000000001,null,10.274572856819661,7.224688]
[2.46,2.889,null,10.444,20.774,{"$nulls":14},2.575377139982347,4.856192,null,10.338272142135049,7.230648]
[2.522,3.052,null,10.51,20.916,{"$nulls":14},2.6426319963207003,4.968488000000001,null,10.401966345006148,7.236456]
[2.592,3.194,null,10.577,21.038,{"$nulls":14},2.7097196669917825,5.075784,null,10.465655197935895,7.242104]
[2.655,3.347,null,10.639,21.181,{"$nulls":14},2.7766171472477787,5.177392,null,10.52933789843309,7.247568]
[2.725,3.448,null,10.705,21.343,{"$nulls":14},2.8432265331619346,5.270384,null,10.593012574018253,7.252792]
[2.787,3.631,null,10.775,21.242,{"$nulls":14},2.9095614670847008,5.355168,null,10.656680562176726,7.257816]
[2.853,3.763,null,10.841,21.313,{"$nulls":14},2.975677053412008,5.4333919999999996,null,10.720342932896777,7.262671999999999]
[2.923,3.957,null,10.907,21.496,{"$nulls":14},3.0416037868095667,5.505968,null,10.783997278704803,7.267288]
[2.989,4.068,null,10.97,21.618,{"$nulls":14},3.1073526346571505,5.573224,null,10.847646007074406,7.271736]
[3.048,4.272,null,11.04,21.699,{"$nulls":14},3.1729457992113725,5.6358239999999995,null,10.911286443034912,7.275936]
[3.118,4.404,null,11.129,8.339,{"$nulls":14},3.2383436909062224,5.692584,null,10.974920994059932,7.27996]
[3.188,4.557,null,11.203,8.227,{"$nulls":14},3.30358937676959,5.744792,null,11.038551800126005,7.283872000000001]
[3.246,4.729,null,11.261,8.288,{"$nulls":14},3.3694719731509895,5.816047999999999,null,11.102179128730196,7.28768]
[3.316,4.862,null,11.316,8.308,{"$nulls":14},3.4358382042306683,5.901768,null,11.165803782363714,7.2914080000000006]
[3.378,5.014,null,11.386,8.369,{"$nulls":14},3.501849466701599,5.976872,null,11.229425226032419,7.29504]
[3.444,5.126,null,11.452,8.451,{"$nulls":14},3.567880256458467,6.052560000000001,null,11.293044797221649,7.298616]
[3.511,5.278,null,11.51,8.512,{"$nulls":14},3.6331649968937088,6.105936,null,11.356661693440206,7.302112]
[3.581,5.4,null,11.581,7.932,{"$nulls":14},3.6984235226163227,6.1585280000000004,null,11.420276984676354,7.305560000000001]
[3.647,5.573,null,11.647,7.942,{"$nulls":14},3.763444778439947,6.204024,null,11.48389040343303,7.308952000000001]
[3.713,5.705,null,11.701,8.044,{"$nulls":14},3.8283068735083297,6.24476,null,11.547501949710234,7.312288]
[3.775,5.889,null,11.775,8.044,{"$nulls":14},3.892972358232003,6.279616,null,11.611112425999165,7.315592]
[3.837,5.99,null,11.837,8.146,{"$nulls":14},3.9575345890875706,6.311384,null,11.67472156480276,7.318855999999999]
[3.911,6.163,null,11.903,8.156,{"$nulls":14},4.021990623607288,6.339976,null,11.738329366121015,7.32208]
[3.978,6.295,null,11.966,8.207,{"$nulls":14},4.086346881720778,6.365584,null,11.801936097451001,7.325272]
[4.04,6.448,null,12.032,8.247,{"$nulls":14},4.150797833796211,6.394024,null,11.865541491295648,7.328424]
[4.106,6.621,null,12.098,8.329,{"$nulls":14},4.2150981850225655,6.41796,null,11.92914608264909,7.331551999999999]
[4.176,6.783,{"$nulls":17},4.279369646565617,6.441032,null,11.992749604014266,7.3346480000000005]
[4.246,6.936,{"$nulls":17},4.344378062529995,6.486144,null,12.056352055391168,7.337712000000001]
[4.304,7.058,{"$nulls":17},4.407722111739565,6.4814799999999995,null,12.119953704276869,7.340752]
[4.374,7.2,{"$nulls":17},4.471745336003854,6.497128,null,12.1835542831743,7.3437600000000005]
[4.437,7.373,{"$nulls":17},4.535757592888369,6.512448,null,12.247154327077594,7.346752]
[4.507,7.556,{"$nulls":17},4.599732935177552,6.526663999999999,null,12.310753568489684,7.3497200000000005]
[4.573,7.688,{"$nulls":17},4.663680725268769,6.540056,null,12.374352007410574,7.352664]
[4.635,7.841,{"$nulls":17},4.727608453079911,6.552848,null,12.437949643840259,7.3555839999999995]
[4.705,7.963,{"$nulls":17},4.791512908646172,6.564944000000001,null,12.50154647777874,7.358479999999999]
[4.763,8.156,{"$nulls":17},4.855399709405968,6.576512,null,12.56514277672309,7.3613599999999995]
[4.837,8.288,{"$nulls":17},4.919269657850503,6.587576,null,12.628738540673302,7.364224]
[4.9,8.42,{"$nulls":17},4.983115531558952,6.59792,null,12.69233350213231,7.367064]
[4.966,8.542,{"$nulls":17},5.046945890437477,6.6078,null,12.755927928597185,7.3698879999999996]
[5.032,8.735,{"$nulls":17},5.1107650144391625,6.617344,null,12.819521820067925,7.3726959999999995]
[5.09,8.868,{"$nulls":17},5.1747687114175145,6.632408000000001,null,12.883115176544527,7.375488000000001]
[5.168,9.061,{"$nulls":17},5.238736028794667,6.646384,null,12.946707730529928,7.378256]
[5.23,9.203,{"$nulls":17},5.3026707115295695,6.659384]
[5.297,9.335,{"$nulls":17},5.366542264956511,6.670496]
[5.359,9.478,{"$nulls":17},5.430396698571123,6.681095999999999]
[5.429,9.61,{"$nulls":17},5.494469944787059,6.69824]
[5.495,9.783,{"$nulls":17},5.558883447273023,6.725560000000001]
[5.561,9.915,{"$nulls":17},5.623281434929064,6.752416]
[5.627,10.078,{"$nulls":17},5.6874279753415315,6.771752]
[5.693,10.261,{"$nulls":17},5.7515260987847565,6.78964]
[5.76,10.332,{"$nulls":17},5.8155372856810015,6.804928]
[5.826,10.515,{"$nulls":17},5.879496043151991,6.8186480000000005]
[5.892,10.647,{"$nulls":17},5.943404243677198,6.830856]
[5.954,10.789,{"$nulls":17},6.007269377174516,6.841775999999999]
[6.02,10.972,{"$nulls":17},6.071098933561838,6.8516319999999995]
[6.086,11.094,{"$nulls":17},6.134903077727736,6.860728]
[6.156,11.216,{"$nulls":17},6.198909984670899,6.875888]
[6.223,11.41,{"$nulls":17},6.262477393931942,6.877904]
[6.285,11.552,{"$nulls":17},6.326208511398376,6.884816]
[6.355,11.715,{"$nulls":17},6.389931068958647,6.891471999999999]
[6.417,11.887,{"$nulls":17},6.453644531618616,6.897856]
[6.487,12.01,{"$nulls":17},6.517350771857761,6.904024000000001]
[6.546,12.172,{"$nulls":17},6.581051662155552,6.910032]
[6.616,12.274,{"$nulls":17},6.644747737506127,6.915896]
[6.686,12.426,{"$nulls":17},6.708438195418282,6.9215919999999995]
[6.748,12.548,{"$nulls":17},6.772124105880286,6.927152]
[6.818,12.762,{"$nulls":17},6.835806538880411,6.932608]
[6.88,12.884,{"$nulls":17},6.899485226921589,6.937952]
[6.946,13.047,{"$nulls":17},6.963160704997955,6.9432]
[7.012,13.219,{"$nulls":17},7.0268319031212405,6.94832]
[7.075,13.341,{"$nulls":17},7.0904998912797135,6.953344]
[7.145,13.494,{"$nulls":17},7.154164401976307,6.958264]
[7.211,13.647,{"$nulls":17},7.21782677269636,6.96312]
[7.277,13.769,{"$nulls":17},7.281487003439872,6.967912]
[7.343,13.931,{"$nulls":17},7.345144826709775,6.972632]
[7.413,14.043,{"$nulls":17},7.40880131249434,6.9773119999999995]
[7.476,14.226,{"$nulls":17},7.472455658302363,6.981928]
[7.538,14.338,{"$nulls":17},7.536107864133846,6.986479999999999]
[7.604,14.511,{"$nulls":17},7.599758197485855,6.990976]
[7.674,14.623,{"$nulls":17},7.663406123364256,6.9954]
[7.74,14.785,{"$nulls":17},7.727052176763183,6.999768]
[7.802,14.968,{"$nulls":17},7.790696625179704,7.004087999999999]
[7.872,15.09,{"$nulls":17},7.854340003607955,7.008376]

{"sheet":"T3.30.3 Different Layups","index":19,"n_rows":186,"n_cols":35,"rows_kept":186,"cut":false,"hidden":false,"merged":[[0,0,0,18],[0,19,0,37],[2,3,2,9],[2,14,2,18],[2,22,2,28],[2,33,2,37],[4,0,4,18],[45,0,45,1],[45,2,45,3],[45,4,45,5],[45,6,45,7],[45,13,45,14],[45,15,45,17],[45,19,45,20],[45,21,45,22],[45,23,45,24],[45,25,45,26],[45,32,45,33],[46,0,46,1],[46,2,46,3],[46,4,46,5],[46,6,46,7],[46,19,46,20],[46,21,46,22],[46,23,46,24],[46,25,46,26],[49,0,49,1],[49,2,49,3],[49,21,49,22],[49,32,49,33],[50,2,50,3],[50,21,50,22],[50,32,50,33],[51,21,51,22],[51,32,51,33],[52,2,52,3],[52,21,52,22],[53,0,53,1],[53,2,53,3],[54,0,54,1],[54,2,54,3],[59,2,59,3],[55,0,55,1],[55,2,55,3],[56,0,56,1],[56,2,56,3],[57,2,57,3],[58,2,58,3]],"flags":["formulas_cached_only"]}
["FSAETM SES - DIFFERENT LAYUP LAMINATE TEST RESULTS",{"$nulls":18},"FSAETM SES - DIFFERENT LAYUP RIG COMPLIANCE TEST RESULTS (OPTIONAL)"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG",{"$nulls":4},"University Name",null,null,"",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,""]
[]
[]
["Note: It is acceptable to use the derived properties from the T3.30.3 test elsewhere if -"]
[null,"- The ply schedule of the skins is the same but the core is thicker or thinner."]
[null,"- The ply schedule of the skins is the same but the skins are thicker or thinner."]
[null,"- Combination of the above"]
["This tab is only required for all areas of the monocoque that do not satisy these conditions."]
[{"$nulls":25},"Paste images of test setup here"]
[{"$nulls":6},"Paste images of test setup here"]
[{"$nulls":25},"All test specimens must be presented at Tech. Inspection"]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
["Figure 1: Test setup - Laminate Panel",{"$nulls":18},"Figure 3: Test setup - Steel tube(s)"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curve here",{"$nulls":18},"Paste load deflection curve here"]
[]
[{"$nulls":6},"Logged data must be appended in the section below",{"$nulls":18},"Logged data must be appended in the section below"]
{"$rows_empty":8}
["Figure 2: Load Deflection Curve",{"$nulls":18},"Figure 4: Load Deflection Curve - Steel Tube(s)"]
[]
["Enter values for minimum and maximum load/deflection in linear-elastic region",{"$nulls":18},"Enter values for minimum and maximum load/deflection in linear-elastic region"]
["x1 (mm)",null,3.5805000000000002,null,"y1 (N)",null,2977.5,{"$nulls":5},"Gradient (N/mm)",1357.2271187358517,{"$nulls":5},"x1 (mm)",null,0.5432020791062576,null,"y1 (N)",null,1052.7839999999999,{"$nulls":5},"Gradient (N/mm)",1856.8969956649935]
["x2 (mm)",null,6.8020000000000005,null,"y2 (N)",null,7095,{"$nulls":12},"x2 (mm)",null,2.7097196669917825,null,"y2 (N)",null,5075.784]
[]
["Enter value for force at panel failure or maximum tested force",{"$nulls":18},"Enter details of tube(s) tested"]
["ymax (N)",null,10935,{"$nulls":17},"l (mm)",450,null,"Tube Support Span",{"$nulls":7},"Theoretical EI (N.mm2)",3851278434.0357275,null,2028.656952907708]
[{"$nulls":20},"n",2,null,"Number of Tubes",{"$nulls":7},"Tested EI (N.mm2)",3525202890.2077613,null,1856.8969956649935]
["Enter details of test setup, panel core and skin thicknesses below",{"$nulls":19},"Do (mm)",25,null,"Tube Outer Diameter",{"$nulls":7},"Rig Compliance (N/mm)",21931.811474347596]
[null,"l (mm)",450,null,"Panel Support Span",{"$nulls":15},"Di (mm)",21,null,"Tube Inner Diameter"]
["h (mm)",null,275,null,"Panel Height"]
["b (mm)",null,20,null,"Core Thickness"]
["t1 (mm)",null,1.04,null,"Inner Skin Thickness"]
["t2 (mm)",null,1.04,null,"Outer Skin Thickness"]
[null,"I (mm4)",63355.025066666625,null,"Second moment of area"]
[null,"E (GPa)",40.66940002807673,null,"Skin modulus of elasticity"]
[null,"σUTS(MPa)",214.3676841057016,null,"UTS of skins"]
[]
["Paste in logged data from test below:",{"$nulls":18},"Paste in logged data from test below:"]
["It is acceptable to resample the data at a lower frequency to reduce the number of datapoints.",{"$nulls":18},"It is acceptable to resample the data at a lower frequency to reduce the number of datapoints."]
["Disp","Force",null,"Disp","Force"]
["[mm]","[kN]",null,"[mm]","[kN]"]
[-0.014833333333333334,-0.0475,null,11.507333333333333,10.705]
[0.0055,-0.0225,null,11.581666666666667,10.73]
[0.09733333333333333,0.05499999999999999,null,11.655999999999999,10.754999999999999]
[0.14983333333333332,0.0025,null,11.713999999999999,10.754999999999999]
[0.20316666666666666,-0.0475,null,11.763333333333334,10.705]
[0.2401666666666667,-0.1225,null,11.879833333333334,10.8325]
[0.357,0.03,null,11.926166666666667,10.782499999999999]
[0.4353333333333333,0.05499999999999999,null,11.996166666666666,10.782499999999999]
[0.49,0.03,null,12.0955,10.8825]
[0.5766666666666667,0.08,null,12.110666666666667,10.73]
[0.6088333333333333,0.0025,null,12.198500000000001,10.807500000000001]
[0.6705000000000001,-0.0225,null,12.256166666666667,10.782499999999999]
[0.7241666666666666,-0.0475,null,12.3555,10.8825]
[0.8708333333333333,0.1825,null,12.405833333333334,10.8325]
[0.9153333333333333,0.13,null,12.492833333333333,10.9075]
[1.0081666666666667,0.20750000000000002,null,12.550166666666666,10.8575]
[1.1166666666666665,0.335,null,12.583166666666667,10.782499999999999]
[1.2076666666666667,0.41000000000000003,null,12.694833333333333,10.9075]
[1.2653333333333334,0.385,null,12.756833333333335,10.9075]
[1.3988333333333334,0.5874999999999999,null,12.836,10.934999999999999]
[1.4906666666666666,0.665,null,12.888499999999999,10.8825]
[1.5826666666666667,0.74,null,12.939166666666667,10.8575]
[1.6868333333333332,0.8425,null,13.009166666666667,10.8575]
[1.7654999999999998,0.8925,null,12.918666666666667,10.4]
[1.9121666666666668,1.1225,null,13.018833333333333,10.5025]
[1.9566666666666668,1.07,null,13.067333333333332,10.45]
[2.0826666666666664,1.25,null,13.083499999999999,10.2975]
[2.1486666666666667,1.25,null,13.175333333333334,10.375]
[2.2664999999999997,1.4025]
[2.3701666666666665,1.5274999999999999]
[2.478666666666667,1.655]
[2.5828333333333333,1.7574999999999998]
[2.6833333333333336,1.885]
[2.8248333333333333,2.0875]
[2.896166666666667,2.1125]
[3.0428333333333333,2.3425000000000002]
[3.1846666666666668,2.5700000000000003]
[3.23,2.52]
[3.3766666666666665,2.75]
[3.4803333333333333,2.875]
[3.5805000000000002,2.9775]
[3.6983333333333333,3.13]
[3.8151666666666664,3.2824999999999998]
[3.9320000000000004,3.4350000000000005]
[4.052833333333334,3.5875000000000004]
[4.174,3.765]
[4.274166666666666,3.8674999999999997]
[4.416,4.095]
[4.479,4.095]
[4.603833333333334,4.2475000000000005]
[4.712666666666667,4.4]
[4.838666666666667,4.58]
[4.9928333333333335,4.8325000000000005]
[5.067166666666667,4.8575]
[5.222166666666666,5.1125]
[5.2855,5.1375]
[5.4238333333333335,5.3425]
[5.519166666666667,5.4425]
[5.690833333333333,5.7475]
[5.756833333333334,5.7475]
[5.854,5.85]
[5.9625,5.9775]
[6.065833333333334,6.077500000000001]
[6.196166666666667,6.2825]
[6.325333333333333,6.46]
[6.433833333333334,6.5874999999999995]
[6.605499999999999,6.8925]
[6.660166666666667,6.8675]
[6.8020000000000005,7.095000000000001]
[6.872,7.095000000000001]
[6.993166666666666,7.272499999999999]
[7.109999999999999,7.425000000000001]
[7.226833333333333,7.577500000000001]
[7.335333333333334,7.705]
[7.406666666666666,7.73]
[7.506833333333333,7.8325]
[7.611000000000001,7.935]
[7.774333333333333,8.215]
[7.857333333333333,8.29]
[7.978166666666667,8.442499999999999]
[8.086666666666668,8.57]
[8.183833333333332,8.6725]
[8.317333333333334,8.875]
[8.408333333333333,8.95]
[8.516833333333333,9.077499999999999]
[8.642,9.254999999999999]
[8.7295,9.3075]
[8.784166666666668,9.2825]
[8.909333333333333,9.459999999999999]
[8.967,9.435]
[9.087833333333334,9.5875]
[9.136333333333333,9.535]
[9.215833333333332,9.5875]
[9.341000000000001,9.765]
[9.408,9.765]
[9.533166666666666,9.942499999999999]
[9.615833333333333,9.9925]
[9.652833333333334,9.9175]
[9.7355,9.967500000000001]
[9.822166666666666,10.017499999999998]
[9.919333333333334,10.120000000000001]
[10.015166666666666,10.1975]
[10.126833333333332,10.322499999999998]
[10.193999999999999,10.35]
[10.285,10.425]
[10.355,10.425]
[10.455166666666667,10.5275]
[10.487,10.425]
[10.562333333333333,10.45]
[10.692666666666666,10.655]
[10.720166666666668,10.5275]
[10.845333333333333,10.705]
[10.915333333333333,10.705]
[10.956666666666667,10.655]
[11.006166666666667,10.6025]
[11.114666666666666,10.73]
[11.176333333333332,10.705]
[11.242333333333335,10.705]
[11.308666666666667,10.73]
[11.382666666666667,10.73]
[11.463166666666666,10.782499999999999]

{"sheet":"T3.32.3 T3.33.4 Shear Tests","index":20,"n_rows":181,"n_cols":34,"rows_kept":181,"cut":false,"hidden":false,"merged":[[0,0,0,18],[2,3,2,9],[2,14,2,18],[51,1,51,2],[47,0,47,2],[53,3,53,4],[51,3,51,4],[48,0,48,2],[48,5,48,6],[5,1,5,5],[0,19,0,37],[2,22,2,28],[2,33,2,37],[4,19,4,37],[51,20,51,21],[48,19,48,21],[48,24,48,25],[48,22,48,23],[53,0,53,2],[53,19,53,21],[53,22,53,23],[47,19,47,21],[47,22,47,23],[47,3,47,4],[51,22,51,23],[48,3,48,4]],"flags":["formulas_cached_only"]}
["FSAETM SES - T3.32.3 PERIMETER SHEAR TEST RESULTS",{"$nulls":18},"FSAETM SES - T3.33.4 PERIMETER SHEAR TEST RESULTS"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG",{"$nulls":4},"University Name",null,null,"",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,""]
[]
[]
[null,"Link to guidance notes"]
[]
[]
[]
[]
[{"$nulls":6},"Paste images of test setup here",{"$nulls":18},"Paste images of test setup here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection",{"$nulls":18},"All test specimens must be presented at Tech. Inspection"]
[]
[{"$nulls":6},"(This is for T3.32.3 Front Bulkhead Support)",{"$nulls":18},"(This is for T3.33.4 Side Impact Structure)"]
[]
[]
[]
["Figure 1: Test setup",{"$nulls":18},"Figure 1: Test setup"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curve here",{"$nulls":18},"Paste load deflection curve here"]
[]
[{"$nulls":6},"Logged data must be appended in the section below",{"$nulls":18},"Logged data must be appended in the section below"]
{"$rows_empty":10}
["Figure 2: Load Deflection Curve",{"$nulls":18},"Figure 2: Load Deflection Curve"]
[]
["Enter values for force at first and second peak (see guidance notes)",{"$nulls":18},"Enter values for force at first and second peak (see guidance notes)"]
["ymax (N)",null,null,13047.5,null,"(Determines Shear Strength for T3.34 where appropriate)",{"$nulls":13},"ymax (N)",null,null,13047.5,null,"(Determines Shear Strength for T3.33)"]
["Peak 2 (N)",null,null,18630,null,"PASS",{"$nulls":13},"Peak 2 (N)",null,null,18630,null,"PASS"]
[]
["Enter details of skin thickness",{"$nulls":18},"Enter details of skin thickness"]
[null,"t (mm)",null,1.04,{"$nulls":16},"t (mm)",null,1.04]
[]
["σshear (Mpa)",null,null,159.73647076857725,null,"Shear strength of skin, used for attachment calcs where appropriate",{"$nulls":13},"σshear (Mpa)",null,null,159.73647076857725,null,"Shear strength of skin, used for attachment calcs where appropriate"]
[]
[]
["Paste in logged data from test below:",{"$nulls":18},"Paste in logged data from test below:"]
["It is acceptable to resample the data at a lower frequency to reduce the number of datapoints.",{"$nulls":18},"It is acceptable to resample the data at a lower frequency to reduce the number of datapoints."]
["Disp","Force",null,"Disp","Force",null,"Disp","Force",null,"Disp","Force",null,"Disp","Force",null,"Disp","Force"]
["[mm]","[kN]",null,"[mm]","[kN]",null,"[mm]","[kN]",null,"[mm]","[kN]",null,"[mm]","[kN]",null,"[mm]","[kN]"]
[-0.003,0.0325,null,3.97,10.76,null,7.97,10.175,null,11.962,3.856,null,15.958,4.548,null,19.942,12.641]
[0.016,0.1075,null,4.009,10.8875,null,8.001,10.175,null,11.993,3.917,null,15.993,4.507,null,19.977,12.845]
[0.048,0.21,null,4.04,10.9625,null,8.032,10.175,null,12.028,3.938,null,16.02,4.568,null,20.012,13.17]
[0.079,0.26,null,4.075,11.0125,null,8.063,10.2,null,12.059,3.938,null,16.051,4.578,null,20.04,13.211]
[0.114,0.235,null,4.102,11.04,null,8.094,10.15,null,12.09,3.948,null,16.086,4.609,null,20.078,13.353]
[0.145,0.54,null,4.137,11.2175,null,8.129,10.15,null,12.125,3.887,null,16.117,4.639,null,20.106,13.465]
[0.176,0.6675,null,4.172,11.2175,null,8.164,10.175,null,12.156,3.958,null,16.152,4.639,null,20.141,13.729]
[0.211,0.77,null,4.207,11.165,null,8.199,10.2,null,12.191,3.958,null,16.18,4.639,null,20.176,13.983]
[0.242,0.845,null,4.234,11.395,null,8.234,10.25,null,12.226,3.968,null,16.215,4.69,null,20.211,14.156]
[0.273,1.1,null,4.265,11.37,null,8.262,10.2,null,12.258,3.999,null,16.25,4.71,null,20.242,14.37]
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[2.39,6.87,null,6.386,10.8875,null,10.374,3.745,null,14.366,3.968,null,18.359,6.642,null,22.355,13.495]
[2.425,6.87,null,6.421,10.9125,null,10.409,3.755,null,14.398,3.978,null,18.394,6.774,null,22.386,12.916]
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[2.522,7.2,null,6.511,10.9125,null,10.507,3.765,null,14.503,4.019,null,18.487,7.049,null,22.487,13.048]
[2.553,7.3525,null,6.549,10.9375,null,10.538,3.745,null,14.534,3.968,null,18.53,7.049,null,22.526,13.14]
[2.585,7.3525,null,6.584,10.9125,null,10.577,3.734,null,14.565,3.989,null,18.557,7.049,null,22.553,13.333]
[2.623,7.455,null,6.612,11.065,null,10.608,3.775,null,14.596,4.019,null,18.596,7.171,null,22.588,13.394]
[2.651,7.5575,null,6.647,10.8875,null,10.643,3.755,null,14.635,3.989,null,18.627,7.273,null,22.619,13.465]
[2.686,7.71,null,6.682,10.9625,null,10.67,3.745,null,14.666,4.029,null,18.654,7.364,null,22.646,13.597]
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[2.783,7.785,null,6.779,10.785,null,10.775,3.745,null,14.763,4.019,null,18.759,7.669,null,22.755,13.861]
[2.818,8.04,null,6.814,10.81,null,10.806,3.755,null,14.798,3.999,null,18.794,7.791,null,22.787,13.973]
[2.853,8.015,null,6.841,10.81,null,10.833,3.806,null,14.833,4.039,null,18.818,7.903,null,22.818,13.882]
[2.888,8.1675,null,6.88,10.76,null,10.872,3.714,null,14.865,4.039,null,18.857,8.015,null,22.849,14.014]
[2.919,8.1675,null,6.907,10.0475,null,10.903,3.785,null,14.896,4.019,null,18.888,8.178,null,22.88,13.892]
[2.946,8.2425,null,6.946,9.92,null,10.939,3.775,null,14.931,4.1,null,18.919,8.279,null,22.919,12.021]
[2.981,8.37,null,6.974,9.92,null,10.97,3.795,null,14.966,4.08,null,18.954,8.371,null,22.958,11.523]
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[3.048,8.5475,null,7.04,9.82,null,11.036,3.775,null,15.032,4.121,null,19.012,8.605,null,23.012,11.075]
[3.083,8.5475,null,7.079,9.895,null,11.075,3.806,null,15.059,4.09,null,19.051,8.686,null,23.051,10.709]
[3.114,8.7775,null,7.11,9.87,null,11.102,3.775,null,15.094,4.009,null,19.09,8.808,null,23.082,10.72]
[3.145,8.8025,null,7.145,9.7425,null,11.133,3.775,null,15.133,4.05,null,19.121,9.022,null,23.113,10.821]
[3.18,8.8775,null,7.176,9.845,null,11.168,3.795,null,15.164,4.08,null,19.152,9.103,null,23.152,11.025]
[3.215,8.93,null,7.207,9.87,null,11.207,3.795,null,15.195,4.1,null,19.184,9.133,null,23.183,10.984]
[3.25,9.055,null,7.242,9.92,null,11.238,3.816,null,15.226,4.131,null,19.219,9.388,null,23.222,7.801]
[3.281,9.1325,null,7.273,9.9725,null,11.265,3.816,null,15.261,4.1,null,19.25,9.51,null,23.253,7.842]
[3.316,9.1825,null,7.304,9.9975,null,11.293,3.795,null,15.289,4.182,null,19.285,9.591,null,23.285,7.984]
[3.343,9.1825,null,7.339,9.9725,null,11.335,3.816,null,15.324,4.192,null,19.316,9.764,null,23.32,7.568]
[3.378,9.285,null,7.374,9.92,null,11.367,3.775,null,15.355,4.202,null,19.351,9.855,null,23.351,7.334]
[3.409,9.3875,null,7.402,9.92,null,11.402,3.816,null,15.394,4.243,null,19.386,10.069,null,23.397,2.657]
[3.444,9.4625,null,7.441,9.945,null,11.437,3.806,null,15.425,4.283,null,19.417,10.079,null,23.429,2.748]
[3.476,9.59,null,7.468,9.9725,null,11.464,3.836,null,15.46,4.283,null,19.452,10.16,null,23.464,2.728]
[3.511,9.615,null,7.511,10.0725,null,11.495,3.806,null,15.491,4.253,null,19.483,10.343,null,23.487,2.728]
[3.55,9.7675,null,7.538,9.9725,null,11.534,3.806,null,15.526,4.294,null,19.518,10.415,null,23.522,2.819]
[3.577,9.7175,null,7.569,10.0225,null,11.561,3.826,null,15.557,4.304,null,19.549,10.415,null,23.553,2.911]
[3.608,9.9725,null,7.604,9.945,null,11.596,3.856,null,15.588,4.365,null,19.58,10.547,null,23.58,2.931]
[3.643,10.0225,null,7.631,10.0225,null,11.627,3.867,null,15.623,4.416,null,19.615,10.72,null,23.611,2.972]
[3.674,10.0725,null,7.67,10.0725,null,11.662,3.867,null,15.654,4.395,null,19.647,10.933,null,23.65,3.023]
[3.705,10.175,null,7.697,9.9975,null,11.697,3.867,null,15.689,4.426,null,19.678,11.106,null,23.674,3.033]
[3.744,10.2775,null,7.732,10.0725,null,11.732,3.877,null,15.724,4.416,null,19.713,11.279,null,23.713,3.124]
[3.779,10.3775,null,7.767,10.0475,null,11.763,3.856,null,15.756,4.405,null,19.744,11.452,null,23.744,3.145]
[3.806,10.3275,null,7.798,10.0975,null,11.795,3.856,null,15.779,4.426,null,19.779,11.625,null,23.775,3.145]
[3.841,10.455,null,7.833,10.15,null,11.826,3.897,null,15.818,4.416,null,19.814,11.848,null,23.814,3.236]
[3.876,10.6075,null,7.872,10.225,null,11.861,3.897,null,15.857,4.517,null,19.841,12.072,null,23.841,3.216]
[3.904,10.7075,null,7.9,10.15,null,11.892,3.907,null,15.888,4.487,null,19.876,12.204,null,23.872,3.226]
[3.939,10.785,null,7.935,10.25,null,11.931,3.907,null,15.923,4.507,null,19.907,12.387]

{"sheet":"Other \"x\" Mat'l Shear","index":21,"n_rows":57,"n_cols":15,"rows_kept":57,"cut":false,"hidden":false,"merged":[[52,0,52,2],[52,3,52,4],[0,0,0,18],[2,3,2,9],[2,14,2,18],[47,0,47,2],[47,3,47,4],[50,1,50,2],[50,3,50,4]],"flags":["formulas_cached_only"]}
["FSAETM SES - OTHER MATERIAL \"X\" SHEAR TEST RESULTS"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
{"$rows_empty":7}
[{"$nulls":6},"Paste images of test setup here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
[]
["Figure 1: Test setup"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curve here"]
[]
[{"$nulls":6},"Logged data must be appended in the section below"]
{"$rows_empty":10}
["Figure 2: Load Deflection Curve"]
[]
["Enter values for force at first and second peak (see monocoque guidance tab)"]
["ymax (N)",null,null,0]
[]
["Enter details of skin thickness"]
[null,"t (mm)",null,0]
[]
["σshear (Mpa)",null,null,0,null,"Shear strength of skin, used for attachment calcs where appropriate"]
[]
[]
["Paste in logged data from test below:"]
["It is acceptable to resample the data at a lower frequency to reduce the number of datapoints."]

{"sheet":"T3.34 Main Hoop Attachments","index":22,"n_rows":52,"n_cols":10,"rows_kept":52,"cut":false,"hidden":false,"merged":[[7,2,7,3],[7,4,7,5],[7,6,7,7],[7,8,7,9],[25,1,26,9]],"flags":["formulas_cached_only"]}
[null,"Main Hoop Attachments"]
[]
[null,"No. of attachment points per side",2]
[]
[]
[]
[null,null,"Attachment 1",null,"Attachment 2",null,"Attachment 3",null,"Attachment 4"]
[null,"Attachment Status","PASS",null,"PASS",null,"N/A",null,"N/A"]
[]
[null,"Fastener dia., mm",8,"PASS",8,"PASS",0,"FAIL",0,"FAIL"]
[null,"No. of fasteners",2,"PASS",2,"PASS",0,"FAIL",0,"FAIL"]
[]
[null,"Bracket to hoop weld length, mm",157.07963267948966,"PASS",157.07963267948966,"PASS",0,"FAIL",0,"FAIL"]
[null,"Bracket thickness, mm",2,"PASS",2,"PASS",0,"FAIL",0,"FAIL"]
[null,"Bracket perimeter, mm",172,null,172,null,0,null,0]
[null,"Skin thickness, mm",2,null,2,null,0,null,0]
[null,"Insert Perimeter, mm",50.26548245743669,null,50.26548245743669,null,0,null,0]
[null,"Skin thickness, mm",2,null,2,null,0,null,0]
[null,"Backing plate thickness, mm",2,"PASS",2,"PASS",0,"FAIL",0,"FAIL"]
[null,"Backing plate perimeter, mm",123,null,123,null,0,null,0]
[null,"Edge distance, mm",27.53,null,48,null,0,null,0]
[null,"Skin shear strength, MPa",159.73647076857725,null,159.73647076857725,null,159.73647076857725,null,159.73647076857725]
[null,"Perimeter shear strength, kN",71.0078074828521,"PASS",71.0078074828521,"PASS",0,"FAIL",0,"FAIL"]
[null,"Perimeter shear strength, kN",55.35363334753154,"PASS",55.35363334753154,"PASS",0,"FAIL",0,"FAIL"]
[null,"Tearout strength, kN",35.18036032207146,"PASS",61.33880477513367,"PASS",0,"FAIL",0,"FAIL"]
[null,"Insert images of each attachment point proving the values entered above and proof that the brackets are adequately stiff (stresses are acceptable when loaded with 30kN):"]
[]
[]
[null,"Link to guidance notes"]
[]
[]
[]
[]
[null,"L_o [mm]",31]
[null,"s_o [mm]",2]
[null,"L_v [mm]",54]
[null,"s_v [mm]",2]
[null,"A_v [mm^2]",100]
[null,"A_o [mm^2]",62]
[null,"Total Area [mm^2]",232]
[null,"I_x [mm^4]",104698.66666666666]
[null,"I_y [mm^4]",21619.666666666668]
[null,"span [mm]",8]
[null,"F1 [N]",30000]
[null,"F2 [N]",30000]
[null,"F3 [N]",30000]
[null,"Center of gravity CG [mm]",8.75]
[null,"sigma_f_max_F1 ",61.89190565941623,"<305","[MPa]"]
[]
[null,"sigma_N_F2",129.31034482758622,"<304","[MPa]"]
[]
[null,"sigma f_max_F3",246.99733267549607,"<305","[MPa]"]

{"sheet":"T3.35 Front Hoop Attachments","index":23,"n_rows":51,"n_cols":19,"rows_kept":51,"cut":false,"hidden":false,"merged":[[7,2,7,3],[7,4,7,5],[7,6,7,7],[7,8,7,9],[25,1,26,9]],"flags":["formulas_cached_only"]}
[null,"Front Hoop Attachments"]
[]
[null,"No. of attachment points per side",3]
[null,"Front hoop material","Steel"]
[null,"Side Impact or Frt B'Head S'port","SIS"]
[]
[null,null,"Attachment 1",null,"Attachment 2",null,"Attachment 3",null,"Attachment 4"]
[null,"Attachment Status","PASS",null,"PASS",null,"PASS",null,"N/A"]
[]
[null,"Fastener dia., mm",8,"PASS",8,"PASS",8,"PASS",0,"FAIL"]
[null,"No. of fasteners",2,"PASS",2,"PASS",2,"PASS",0,"FAIL"]
[]
[null,"Bracket to hoop weld length, mm",157.07963267948966,"PASS",157.07963267948966,"PASS",157.07963267948966,"PASS",0,"FAIL"]
[null,"Bracket thickness, mm",2,"PASS",2,"PASS",2,"PASS",0,"FAIL"]
[null,"Bracket perimeter, mm",172,null,172,null,172,null,0]
[null,"Skin thickness, mm",2,null,2,null,3,null,0]
[null,"Insert Perimeter, mm",50.26548245743669,null,50.26548245743669,null,50.26548245743669,null,0]
[null,"Skin thickness, mm",2,null,2,null,3,null,0]
[null,"Backing plate thickness, mm",2,"PASS",2,"PASS",2,"PASS",0,"FAIL"]
[null,"Backing plate perimeter, mm",123,null,123,null,123,null,0]
[null,"Edge distance, mm",46,null,103,null,20,null,0]
[null,"Skin shear strength, MPa",159.73647076857725,null,159.73647076857725,null,159.73647076857725,null,159.73647076857725]
[null,"Perimeter shear strength, kN",71.0078074828521,"PASS",71.0078074828521,"PASS",106.51171122427816,"PASS",0,"FAIL"]
[null,"Perimeter shear strength, kN",55.35363334753154,"PASS",55.35363334753154,"PASS",83.03045002129731,"PASS",0,"FAIL"]
[null,"Tearout strength, kN",58.783021242836426,"PASS",131.62285191330764,"PASS",38.336752984458535,"PASS",0,"FAIL"]
[null,"Insert images of fully laminated hoop or attachments proving the values entered above and proof that the brackets are adequately stiff (stresses are acceptable when loaded with 30kN):"]
[]
[]
[null,"Link to guidance notes"]
[]
[]
[null,"L_o [mm]",31]
[null,"s_o [mm]",2]
[null,"L_v [mm]",54]
[null,"s_v [mm]",2]
[null,"A_v [mm^2]",100]
[null,"A_o [mm^2]",62]
[null,"Total Area [mm^2]",232]
[null,"I_x [mm^4]",104698.66666666666]
[null,"I_y [mm^4]",21619.666666666668]
[null,"span [mm]",8]
[null,"F1 [N]",30000]
[null,"F2 [N]",30000]
[null,"F3 [N]",30000]
[null,"Center of gravity CG [mm]",8.75]
[null,"sigma_f_max_F1 ",61.89190565941623,"<305","[MPa]"]
[]
[null,"sigma_N_F2",129.31034482758622,"<304","[MPa]"]
[]
[null,"sigma f_max_F3",246.99733267549607,"<305","[MPa]"]
[{"$nulls":18},"Upper attachment"]

{"sheet":"T3.36 Hoop B'ing Attachments","index":24,"n_rows":37,"n_cols":6,"rows_kept":37,"cut":false,"hidden":false,"merged":[[8,2,8,3],[8,4,8,5],[8,6,8,7],[26,1,28,5]],"flags":["formulas_cached_only"]}
[null,"Monocoque Hoop Bracing Attachments"]
[]
[null,"Front Hoop Brace to Monocoque?","NO"]
[null,"Front Hoop Brace Material?","Steel"]
[null,"Side Impact or Frt B'Head S'port","SIS"]
[null,"Main Hoop Brace to Monocoque?","YES"]
[]
[null,null,"Front Hoop",null,"Main Hoop"]
[null,"Attachment Status","N/A",null,"PASS"]
[]
[null,"Fastener dia., mm",0,"FAIL",10,"PASS"]
[null,"No. of fasteners",0,"FAIL",1,"PASS"]
[]
[null,"Bracket to brace weld length, mm",0,"FAIL",84.82300164692441,"PASS"]
[null,"Bracket thickness, mm",0,"FAIL",2,"PASS"]
[null,"Bracket perimeter, mm",0,null,125.66370614359172]
[null,"Skin thickness, mm",0,null,3.12]
[null,"Insert Perimeter, mm",0,null,50.26548245743669]
[null,"Skin thickness, mm",0,null,3.12]
[null,"Backing plate thickness, mm",0,"FAIL",2,"PASS"]
[null,"Backing plate perimeter, mm",0,null,50.26548245743669]
[null,"Edge distance, mm",0,null,30]
[null,"Skin shear strength, MPa",null,null,161]
[null,"Perimeter shear strength, kN",0,"FAIL",88.37275001806859,"PASS"]
[null,"Perimeter shear strength, kN",0,"FAIL",50.498714296039196,"PASS"]
[null,"Tearout strength, kN",0,"FAIL",60.278400000000005,"PASS"]
[null,"Insert images of each attachment point proving the values entered above and proof that the brackets are adequately stiff (stresses are acceptable when loaded with 30kN):"]
[]
[]
[]
[null,"Link to guidance notes"]
[]
[null,"Tube Outer diameter, mm",null,25]
[null,"Weld thickness (min), mm",null,2]
[null,"Average diameter of welding seam, mm",null,27]
[null,"No. of welding seams",null,1]
[null,"Bracket to hoop weld length, mm",null,84.82300164692441]

{"sheet":"T3.37 IA Attachments","index":25,"n_rows":38,"n_cols":13,"rows_kept":38,"cut":false,"hidden":false,"merged":[[2,2,2,3],[2,4,2,5],[2,6,2,7],[19,1,20,3]],"flags":["formulas_cached_only"]}
[null,"Monocoque Impact Attenuator Attachments"]
[]
[null,"Attachment Status","FAIL"]
[]
[null,"Fastener dia., mm",8,"PASS"]
[null,"No. of fasteners",8,"PASS"]
[null,"Min Distance between bolt centres",55,"PASS"]
[null,"AIP Thickness, mm",4.16]
[null,"Washer/bolt perimeter, mm",50.26548245743669]
[null,"Skin thickness, mm",2.08]
[null,"Insert Perimeter, mm",50.26548245743669]
[null,"Skin thickness, mm",2.08]
[null,"Backing plate thickness, mm",2,"PASS"]
[null,"Backing plate perimeter, mm",50.26548245743669]
[null,"Edge distance, mm",19]
[null,"Skin shear strength, MPa",159.73647076857725]
[null,"Perimeter shear strength, kN","N/A","N/A"]
[null,"Perimeter shear strength, kN",33.4016,"PASS","Edge distances(we considered the minimum one)",{"$nulls":6},"Distances between bolt centres"]
[null,"Tearout strength, kN",25.251141299096695,"PASS"]
[null,"Insert images of each attachment point proving the values entered above:"]
{"$rows_empty":17}
[null,"Backing plate perimeter",null,null,null,"Washer perimeter",{"$nulls":6},"Insert perimeter"]

{"sheet":"T3.40 Harness Attachments","index":26,"n_rows":52,"n_cols":24,"rows_kept":52,"cut":false,"hidden":false,"merged":[[0,0,0,18],[2,3,2,9],[2,14,2,18],[4,0,4,18],[39,3,39,4],[39,0,39,2],[33,16,33,17],[34,16,34,17],[35,16,35,17],[36,16,36,17],[39,5,39,6],[43,5,43,6],[47,0,47,2],[47,3,47,4],[51,0,51,2],[51,3,51,4],[47,5,47,6],[51,5,51,6],[43,0,43,2],[43,3,43,4]],"flags":["formulas_cached_only"]}
["FSAETM STRUCTURAL EQUIVALENCY SPREADSHEET - HARNESS ATTACHMENT TEST RESULTS"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
[]
[]
[]
[{"$nulls":12},"Lap Belt Attachment"]
[{"$nulls":12},"Anti-submarine Belt Attachment"]
[]
[]
[]
[]
[]
[]
[{"$nulls":6},"Tests must be completed with load applied normal to",{"$nulls":16},"Paste images of test setups & actual design here, these must "]
[{"$nulls":6},"to the test sample, see rule T3.40 b.",{"$nulls":16},"show that the test conditions are representative:"]
[]
[{"$nulls":6},"Paste load deflection curves here",{"$nulls":16}," - Test fixture does not artficially reinforce the attachment"]
[{"$nulls":23}," - Loads are applied normal to the test sample"]
[]
[{"$nulls":12},"Shoulder Harness Attachment",{"$nulls":10},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[{"$nulls":22},"Lap Belt Attachment"]
[{"$nulls":22},"Anti-submarine Belt Attachment"]
{"$rows_empty":7}
["Figure 1: Load Deflection Curves",{"$nulls":14},"Shoulder harness attached to monocoque?","YES"]
["PASS",{"$nulls":14},"Lap-belt attached to monocoque?","YES"]
[{"$nulls":15},"Anti-submarine bolt attached to monocoque?","YES"]
[{"$nulls":15},"Combined Lap & Anti-submarine belt?","YES"]
["Shoulder Harness Attachment"]
["Enter value for force at failure or maximum tested force",{"$nulls":10},"(>= 13000N)"]
["ymax (N)",null,null,25884,null,"PASS"]
[]
["Lap Belt Attachment"]
["Enter value for force at failure or maximum tested force",{"$nulls":10},"(>= 13000N)"]
["ymax (N)",null,null,20241,null,"PASS"]
[]
["Anti-submarine Belt Attachment"]
["Enter value for force at failure or maximum tested force",{"$nulls":10},"(>= 6500N)"]
["ymax (N)",null,null,20241,null,"PASS"]
[{"$nulls":22},"Shoulder Harness Attachment"]
["Combined Lap Belt & Anti-submarine Belt Attachment"]
["Enter value for force at failure or maximum tested force",{"$nulls":10},"(>= 19500N)"]
["ymax (N)",null,null,20241,null,"PASS"]

{"sheet":"EV3.4.6&7 Accumulator Container","index":27,"n_rows":25,"n_cols":21,"rows_kept":25,"cut":false,"hidden":false,"merged":[[17,7,17,8],[18,7,18,8],[19,7,19,8],[20,7,20,8],[21,7,21,8],[22,7,22,8],[0,0,0,18],[2,3,2,9],[2,14,2,18],[4,0,5,18],[8,7,8,8],[13,7,13,8],[14,7,14,8],[15,7,15,8],[16,7,16,8],[6,7,6,8],[7,7,7,8],[9,7,9,8],[10,7,10,8],[11,7,11,8],[12,7,12,8]],"flags":["formulas_cached_only"]}
["FSAETM STRUCTURAL EQUIVALENCY SPREADSHEET - ACCUMULATOR CONTAINER"]
[{"$nulls":20},"Enter proof of compliance with EV3.4.7 below"]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
[]
["Please use this sheet to prove your accumulator container design complies with Rule EV3.4.6/7"]
[]
["Floor Material",{"$nulls":6},"Steel"]
["Thickness (mm)",{"$nulls":6},1.25,null,""]
["Width (mm)",{"$nulls":6},150]
["External Vertical Wall Material",{"$nulls":6},"Steel"]
["Thickness (mm)",{"$nulls":6},0.9,null,""]
["Height (mm)",{"$nulls":6},300]
["Internal Vertical Wall Material",{"$nulls":6},"Steel"]
["Thickness (mm)",{"$nulls":6},0.9,null,""]
["Height (mm)",{"$nulls":6},250]
["Cover Mat.",{"$nulls":6},"Steel"]
["Thickness (mm)",{"$nulls":6},0.9,null,""]
["Width (mm)",{"$nulls":6},150]
["Segment 1 Mass (kg)",{"$nulls":6},"0-8",null,"2","M6 fasteners required between vert. walls"]
["Segment 2 Mass (kg)",{"$nulls":6},"0-8",null,"2","M6 fasteners required between vert. walls"]
["Segment 3 Mass (kg)",{"$nulls":6},"0-8",null,"2","M6 fasteners required between vert. walls"]
["Segment 4 Mass (kg)",{"$nulls":6},"0-8",null,"2","M6 fasteners required between vert. walls"]
["Segment 5 Mass (kg)",{"$nulls":6},"0-8",null,"2","M6 fasteners required between vert. walls"]
[]
[null,"Enter annotated images/drawings below showing your design complies with all requirements of EV3.4.6"]

{"sheet":"EV3.4.6j Alt Matl - 3pt Bending","index":28,"n_rows":63,"n_cols":92,"rows_kept":63,"cut":false,"hidden":false,"merged":[[0,0,0,18],[0,76,0,94],[2,3,2,9],[2,14,2,18],[2,79,2,85],[2,90,2,94],[0,19,0,37],[2,22,2,28],[2,33,2,37],[4,0,4,18],[45,0,45,1],[45,2,45,3],[45,4,45,5],[45,6,45,7],[45,13,45,14],[45,15,45,17],[45,76,45,77],[45,78,45,79],[45,80,45,81],[45,82,45,83],[45,89,45,90],[46,0,46,1],[46,2,46,3],[46,4,46,5],[46,6,46,7],[46,76,46,77],[46,78,46,79],[46,80,46,81],[46,82,46,83],[49,0,49,1],[49,2,49,3],[49,78,49,79],[46,19,46,20],[46,21,46,22],[46,23,46,24],[46,25,46,26],[49,89,49,90],[50,2,50,3],[50,78,50,79],[50,89,50,90],[51,78,51,79],[51,89,51,90],[50,40,50,41],[49,19,49,20],[49,21,49,22],[50,21,50,22],[52,2,52,3],[52,78,52,79],[53,0,53,1],[53,2,53,3],[54,0,54,1],[54,2,54,3],[52,40,52,41],[53,38,53,39],[53,40,53,41],[54,38,54,39],[59,2,59,3],[55,0,55,1],[55,2,55,3],[56,0,56,1],[56,2,56,3],[57,2,57,3],[58,2,58,3],[45,53,45,55],[46,38,46,39],[46,40,46,41],[46,42,46,43],[46,44,46,45],[49,38,49,39],[49,40,49,41],[45,51,45,52],[54,40,54,41],[55,38,55,39],[55,40,55,41],[56,38,56,39],[56,40,56,41],[57,40,57,41],[58,40,58,41],[59,40,59,41],[0,38,0,56],[2,41,2,47],[2,52,2,56],[4,38,4,56],[45,38,45,39],[45,40,45,41],[45,42,45,43],[45,44,45,45],[4,19,4,37],[45,19,45,20],[45,21,45,22],[45,23,45,24],[45,25,45,26],[45,32,45,33],[45,34,45,36],[52,21,52,22],[53,19,53,20],[53,21,53,22],[54,19,54,20],[54,21,54,22],[55,19,55,20],[55,21,55,22],[56,19,56,20],[56,21,56,22],[57,21,57,22],[58,21,58,22],[59,21,59,22],[0,57,0,75],[2,60,2,66],[2,71,2,75],[4,57,4,75],[45,57,45,58],[45,59,45,60],[45,61,45,62],[45,63,45,64],[45,70,45,71],[45,72,45,74],[46,57,46,58],[46,59,46,60],[46,61,46,62],[46,63,46,64],[49,57,49,58],[49,59,49,60],[50,59,50,60],[52,59,52,60],[53,57,53,58],[53,59,53,60],[57,59,57,60],[58,59,58,60],[59,59,59,60],[54,57,54,58],[54,59,54,60],[55,57,55,58],[55,59,55,60],[56,57,56,58],[56,59,56,60]],"flags":["formulas_cached_only"]}
["FSAETM SES - EV3.4.6j LAMINATE TEST RESULTS - FLOOR",{"$nulls":18},"FSAETM SES - EV3.4.6j LAMINATE TEST RESULTS - EXT. WALLS",{"$nulls":18},"FSAETM SES - EV3.4.6j LAMINATE TEST RESULTS - INT. WALLS",{"$nulls":18},"FSAETM SES - EV3.4.6j LAMINATE TEST RESULTS - COVER",{"$nulls":18},"FSAETM SES - DIFFERENT LAYUP RIG COMPLIANCE TEST RESULTS (OPTIONAL)"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG",{"$nulls":4},"University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG",{"$nulls":4},"University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG",{"$nulls":4},"University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG",{"$nulls":4},"University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
{"$rows_empty":7}
[{"$nulls":6},"Paste images of test setup here",{"$nulls":18},"Paste images of test setup here",{"$nulls":18},"Paste images of test setup here",{"$nulls":18},"Paste images of test setup here",{"$nulls":18},"Paste images of test setup here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection",{"$nulls":18},"All test specimens must be presented at Tech. Inspection",{"$nulls":18},"All test specimens must be presented at Tech. Inspection",{"$nulls":18},"All test specimens must be presented at Tech. Inspection",{"$nulls":18},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
[]
["Figure 1: Test setup - Laminate Panel",{"$nulls":18},"Figure 1: Test setup - Laminate Panel",{"$nulls":18},"Figure 1: Test setup - Laminate Panel",{"$nulls":18},"Figure 1: Test setup - Laminate Panel",{"$nulls":18},"Figure 3: Test setup - Steel tube(s)"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curve here",{"$nulls":18},"Paste load deflection curve here",{"$nulls":18},"Paste load deflection curve here",{"$nulls":18},"Paste load deflection curve here",{"$nulls":18},"Paste load deflection curve here"]
[]
[{"$nulls":6},"Logged data must be appended in the section below",{"$nulls":18},"Logged data must be appended in the section below",{"$nulls":18},"Logged data must be appended in the section below",{"$nulls":18},"Logged data must be appended in the section below",{"$nulls":18},"Logged data must be appended in the section below"]
{"$rows_empty":8}
["Figure 2: Load Deflection Curve",{"$nulls":18},"Figure 2: Load Deflection Curve",{"$nulls":18},"Figure 2: Load Deflection Curve",{"$nulls":18},"Figure 2: Load Deflection Curve",{"$nulls":18},"Figure 4: Load Deflection Curve - Steel Tube(s)"]
[]
["Enter values for minimum and maximum load/deflection in linear-elastic region",{"$nulls":18},"Enter values for minimum and maximum load/deflection in linear-elastic region",{"$nulls":18},"Enter values for minimum and maximum load/deflection in linear-elastic region",{"$nulls":18},"Enter values for minimum and maximum load/deflection in linear-elastic region",{"$nulls":18},"Enter values for minimum and maximum load/deflection in linear-elastic region"]
["x1 (mm)",null,0,null,"y1 (N)",null,0,{"$nulls":5},"Gradient (N/mm)",0,{"$nulls":5},"x1 (mm)",null,0,null,"y1 (N)",null,0,{"$nulls":5},"Gradient (N/mm)",0,{"$nulls":5},"x1 (mm)",null,0,null,"y1 (N)",null,0,{"$nulls":5},"Gradient (N/mm)",0,{"$nulls":5},"x1 (mm)",null,0,null,"y1 (N)",null,0,{"$nulls":5},"Gradient (N/mm)",0,{"$nulls":5},"x1 (mm)",null,0,null,"y1 (N)",null,0,{"$nulls":5},"Gradient (N/mm)",0]
["x2 (mm)",null,0,null,"y2 (N)",null,0,{"$nulls":12},"x2 (mm)",null,0,null,"y2 (N)",null,0,{"$nulls":12},"x2 (mm)",null,0,null,"y2 (N)",null,0,{"$nulls":12},"x2 (mm)",null,0,null,"y2 (N)",null,0,{"$nulls":12},"x2 (mm)",null,0,null,"y2 (N)",null,0]
[]
["Enter value for force at panel failure or maximum tested force",{"$nulls":18},"Enter value for force at panel failure or maximum tested force",{"$nulls":18},"Enter value for force at panel failure or maximum tested force",{"$nulls":18},"Enter value for force at panel failure or maximum tested force",{"$nulls":18},"Enter details of tube(s) tested"]
["ymax (N)",null,0,{"$nulls":16},"ymax (N)",null,0,{"$nulls":16},"ymax (N)",null,0,{"$nulls":16},"ymax (N)",null,0,{"$nulls":17},"l (mm)",400,null,"Tube Support Span",{"$nulls":7},"Theoretical EI (N.mm2)",1744439000.4490404,null,1308.3292503367802]
[{"$nulls":77},"n",1,null,"Number of Tubes",{"$nulls":7},"Tested EI (N.mm2)",1744439000.4490404,null,1308.3292503367802]
["Enter details of test setup, panel core and skin thicknesses below",{"$nulls":18},"Enter details of test setup, panel core and skin thicknesses below",{"$nulls":18},"Enter details of test setup, panel core and skin thicknesses below",{"$nulls":18},"Enter details of test setup, panel core and skin thicknesses below",{"$nulls":19},"Do (mm)",25.4,null,"Tube Outer Diameter",{"$nulls":7},"Rig Compliance (N/mm)",0]
[null,"l (mm)",400,null,"Panel Support Span",{"$nulls":15},"l (mm)",400,null,"Panel Support Span",{"$nulls":15},"l (mm)",400,null,"Panel Support Span",{"$nulls":15},"l (mm)",400,null,"Panel Support Span",{"$nulls":15},"Di (mm)",22.1,null,"Tube Inner Diameter"]
["h (mm)",null,275,null,"Panel Height",{"$nulls":14},"h (mm)",null,275,null,"Panel Height",{"$nulls":14},"h (mm)",null,275,null,"Panel Height",{"$nulls":14},"h (mm)",null,275,null,"Panel Height"]
["b (mm)",null,10,null,"Core Thickness",{"$nulls":14},"b (mm)",null,10,null,"Core Thickness",{"$nulls":14},"b (mm)",null,10,null,"Core Thickness",{"$nulls":14},"b (mm)",null,10,null,"Core Thickness"]
["t1 (mm)",null,1,null,"Inner Skin Thickness",{"$nulls":14},"t1 (mm)",null,1,null,"Inner Skin Thickness",{"$nulls":14},"t1 (mm)",null,1,null,"Inner Skin Thickness",{"$nulls":14},"t1 (mm)",null,1,null,"Inner Skin Thickness"]
["t2 (mm)",null,1,null,"Outer Skin Thickness",{"$nulls":14},"t2 (mm)",null,1,null,"Outer Skin Thickness",{"$nulls":14},"t2 (mm)",null,1,null,"Outer Skin Thickness",{"$nulls":14},"t2 (mm)",null,1,null,"Outer Skin Thickness"]
[null,"I (mm4)",16683.333333333332,null,"Second moment of area",{"$nulls":15},"I (mm4)",16683.333333333332,null,"Second moment of area",{"$nulls":15},"I (mm4)",16683.333333333332,null,"Second moment of area",{"$nulls":15},"I (mm4)",16683.333333333332,null,"Second moment of area"]
[null,"E (GPa)",0,null,"Skin modulus of elasticity",{"$nulls":15},"E (GPa)",0,null,"Skin modulus of elasticity",{"$nulls":15},"E (GPa)",0,null,"Skin modulus of elasticity",{"$nulls":15},"E (GPa)",0,null,"Skin modulus of elasticity"]
[null,"σUTS(MPa)",0,null,"UTS of skins",{"$nulls":15},"σUTS(MPa)",0,null,"UTS of skins",{"$nulls":15},"σUTS(MPa)",0,null,"UTS of skins",{"$nulls":15},"σUTS(MPa)",0,null,"UTS of skins"]
[]
["Paste in logged data from test below:",{"$nulls":18},"Paste in logged data from test below:",{"$nulls":18},"Paste in logged data from test below:",{"$nulls":18},"Paste in logged data from test below:",{"$nulls":18},"Paste in logged data from test below:"]
["It is acceptable to resample the data at a lower frequency to reduce the number of datapoints.",{"$nulls":18},"It is acceptable to resample the data at a lower frequency to reduce the number of datapoints.",{"$nulls":18},"It is acceptable to resample the data at a lower frequency to reduce the number of datapoints.",{"$nulls":18},"It is acceptable to resample the data at a lower frequency to reduce the number of datapoints.",{"$nulls":18},"It is acceptable to resample the data at a lower frequency to reduce the number of datapoints."]

{"sheet":"EV3.4.6j Alt Matl - Shear","index":29,"n_rows":57,"n_cols":72,"rows_kept":57,"cut":false,"hidden":false,"merged":[[0,0,0,18],[2,3,2,9],[2,14,2,18],[47,0,47,2],[47,3,47,4],[50,1,50,2],[50,3,50,4],[52,0,52,2],[52,3,52,4],[0,57,0,75],[2,60,2,66],[2,71,2,75],[47,57,47,59],[47,60,47,61],[50,58,50,59],[50,60,50,61],[52,57,52,59],[52,60,52,61],[0,38,0,56],[2,41,2,47],[2,52,2,56],[47,38,47,40],[47,41,47,42],[50,39,50,40],[50,41,50,42],[52,38,52,40],[52,41,52,42],[52,19,52,21],[52,22,52,23],[0,19,0,37],[2,22,2,28],[2,33,2,37],[47,19,47,21],[47,22,47,23],[50,20,50,21],[50,22,50,23]],"flags":["formulas_cached_only"]}
["FSAETM SES - EV3.4.6j SHEAR TEST RESULTS - FLOOR",{"$nulls":18},"FSAETM SES - EV3.4.6j SHEAR TEST RESULTS - EXT WALLS",{"$nulls":18},"FSAETM SES - EV3.4.6j SHEAR TEST RESULTS - INT WALLS",{"$nulls":18},"FSAETM SES - EV3.4.6j SHEAR TEST RESULTS - COVER"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG",{"$nulls":4},"University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG",{"$nulls":4},"University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG",{"$nulls":4},"University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
{"$rows_empty":7}
[{"$nulls":6},"Paste images of test setup here",{"$nulls":18},"Paste images of test setup here",{"$nulls":18},"Paste images of test setup here",{"$nulls":18},"Paste images of test setup here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection",{"$nulls":18},"All test specimens must be presented at Tech. Inspection",{"$nulls":18},"All test specimens must be presented at Tech. Inspection",{"$nulls":18},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
[]
["Figure 1: Test setup",{"$nulls":18},"Figure 1: Test setup",{"$nulls":18},"Figure 1: Test setup",{"$nulls":18},"Figure 1: Test setup"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curve here",{"$nulls":18},"Paste load deflection curve here",{"$nulls":18},"Paste load deflection curve here",{"$nulls":18},"Paste load deflection curve here"]
[]
[{"$nulls":6},"Logged data must be appended in the section below",{"$nulls":18},"Logged data must be appended in the section below",{"$nulls":18},"Logged data must be appended in the section below",{"$nulls":18},"Logged data must be appended in the section below"]
{"$rows_empty":10}
["Figure 2: Load Deflection Curve",{"$nulls":18},"Figure 2: Load Deflection Curve",{"$nulls":18},"Figure 2: Load Deflection Curve",{"$nulls":18},"Figure 2: Load Deflection Curve"]
[]
["Enter values for force at first and second peak (see monocoque guidance tab)",{"$nulls":18},"Enter values for force at first and second peak (see monocoque guidance tab)",{"$nulls":18},"Enter values for force at first and second peak (see monocoque guidance tab)",{"$nulls":18},"Enter values for force at first and second peak (see monocoque guidance tab)"]
["ymax (N)",null,null,0,{"$nulls":15},"ymax (N)",null,null,0,{"$nulls":15},"ymax (N)",null,null,0,{"$nulls":15},"ymax (N)",null,null,0]
[]
["Enter details of skin thickness",{"$nulls":18},"Enter details of skin thickness",{"$nulls":18},"Enter details of skin thickness",{"$nulls":18},"Enter details of skin thickness"]
[null,"t (mm)",null,0,{"$nulls":16},"t (mm)",null,0,{"$nulls":16},"t (mm)",null,0,{"$nulls":16},"t (mm)",null,0]
[]
["σshear (Mpa)",null,null,0,{"$nulls":15},"σshear (Mpa)",null,null,0,{"$nulls":15},"σshear (Mpa)",null,null,0,{"$nulls":15},"σshear (Mpa)",null,null,0]
[]
[]
["Paste in logged data from test below:",{"$nulls":18},"Paste in logged data from test below:",{"$nulls":18},"Paste in logged data from test below:",{"$nulls":18},"Paste in logged data from test below:"]
["It is acceptable to resample the data at a lower frequency to reduce the number of datapoints.",{"$nulls":18},"It is acceptable to resample the data at a lower frequency to reduce the number of datapoints.",{"$nulls":18},"It is acceptable to resample the data at a lower frequency to reduce the number of datapoints.",{"$nulls":18},"It is acceptable to resample the data at a lower frequency to reduce the number of datapoints."]

{"sheet":"EV3.4.6j Alt. Matls Summary","index":30,"n_rows":27,"n_cols":10,"rows_kept":27,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[null,"Alternative Material Proof of Equivalency"]
[]
[null,"Material Property","Baseline Floor","Your Floor","Baseline Ext. Wall","Your Ext. Wall","Baseline Int. Wall","Your Ext Wall","Baseline Cover","Your Cover"]
[null,"Material type","Steel","Composite","Steel","Composite","Steel","Composite","Steel","Composite"]
[null,"Material name /grade","Steel","Your Floor","Steel","Your Ext. Walls","Steel","Your Int. Walls","Steel","Your Cover"]
[null,"Youngs Modulus, E",200000000000,0,200000000000,0,200000000000,0,200000000000,0]
[null,"Yield strength, Pa",305000000,0,305000000,0,305000000,0,305000000,0]
[null,"UTS, Pa",365000000,0,365000000,0,365000000,0,365000000,0]
[null,"Yield strength, welded, Pa",180000000,"N/A",180000000,"N/A",180000000,"N/A",180000000,"N/A"]
[null,"UTS welded, Pa",300000000,"N/A",300000000,"N/A",300000000,"N/A",300000000,"N/A"]
[null,"UTS shear, Pa",219000000,0,219000000,0,219000000,0,219000000,0]
[null,"Thickness of panel, mm",1.25,12,0.9,12,0.9,12,0.9,12]
[null,"Thickness of inner skin, mm","N/A",1,"N/A",1,"N/A",1,"N/A",1]
[null,"Thickness of outer skin, mm","N/A",1,"N/A",1,"N/A",1,"N/A",1]
[null,"Panel height/width,mm",150,150,300,300,250,250,150,150]
[null,"I, m^4",2.4414062500000002e-11,9.099999999999999e-09,1.8225e-11,1.8199999999999998e-08,1.5187500000000002e-11,1.5166666666666664e-08,9.1125e-12,9.099999999999999e-09]
[null,"EI",4.8828125,0,3.645,0,3.0375000000000005,0,1.8225,0]
[null,"Area, mm^2",187.5,300,270,600,225,500,135,300]
[null,"UTS, N",68437.5,0,98550,0,82125,0,49275,0]
[]
[null,"Safety Factors"]
[null,"Tension",null,0,null,0,null,0,null,0]
[null,"Bending",null,0,null,0,null,0,null,0]
[null,"Shear",null,0,null,0,null,0,null,0]
[null,null,null,"FAIL",null,"FAIL",null,"FAIL",null,"FAIL"]
[]
[null,"CAD Screenshots / Images proving all panel thicknesses and any additional proof must be appended below"]

{"sheet":"EV3.4.8&9 Acc. Attachments","index":31,"n_rows":11,"n_cols":3,"rows_kept":11,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[null,"Accumulator Attachments"]
[]
[null,"Accumulator Mass (kg)",0]
[null,"No. of attachment required",4]
[]
[null,"Insert images of each attachment point & calculations proving the required properties:"]
[]
[null,"Each of the following must be proved:","The attachment of any brackets to the container is as at least as strong as 20kN x the number of fasteners per bracket"]
[null,null,"If brackets are bolted to the container, that there is sufficient shear area under the head of the bolts/washers so the perimeter shear strength is >=20kN x the number of fasteners per bracket"]
[null,null,"For monocoques, that each attachment point has >=20kN x the number of fasteners per bracket in any direction (please see the Comp IAD attachment calcs for an example)"]
[null,null,"For monocoques, that the structure in the chassis the bracket attaches to can withstand >=20kN x the number of fasteners per bracket in any direction (calculations similar to tab T3.34)"]

{"sheet":"EV3.4.4 Accumulator Protection","index":32,"n_rows":37,"n_cols":15,"rows_kept":37,"cut":false,"hidden":false,"merged":[[1,2,1,4],[1,5,1,6],[18,4,21,6]],"flags":["formulas_cached_only"]}
[null,"Accumulator Protection"]
[null,null,"Enter construction type",null,null,"Tubing only"]
[]
[null,"Material Property","Baseline",null,"Your Tube type 1","Your Tube type 2","Your Tube type 3","Your Tubes Total","Your Composite","Your Total",null,null,"Outer","Inner"]
[null,"Material type","Steel",null,"Steel","Steel","Steel",null,"Composite 1",null,null,"b (m)",0.3,0.3]
[null,"Tubing Type","Round",null,"Round","Round","Round",null,"NA",null,null,"h (m)",0.003,0.003]
[null,"Material name /grade","Steel",null,"Steel","Steel","Steel",null,"T3.30_Laminate"]
[null,"Youngs Modulus, E",200000000000,null,200000000000,200000000000,200000000000,null,76269546660.19942,null,null,"A1 (m^2)",0.0009,"I1 (m^4)",6.749999999999999e-10]
[null,"Yield strength, Pa",305000000,null,305000000,305000000,305000000,null,425383116.3611906,null,null,"A2 (m^2)",0.0009,"I2 (m^4)",6.749999999999999e-10]
[null,"UTS, Pa",365000000,null,365000000,365000000,365000000,null,425383116.3611906,null,null,"y1 (m)",0.0015,"Ic1 (m^4)",1.197e-07]
[null,"Yield strength, welded, Pa",180000000,null,180000000,180000000,180000000,null,"N/A",null,null,"y2 (m)",0.0245,"Ic2 (m^4)",1.1970000000000005e-07]
[null,"UTS welded, Pa",300000000,null,300000000,300000000,300000000,null,"N/A",null,null,"Centroid (m)",0.013,"Ic12 (m^4)",2.3940000000000004e-07]
[]
[null,"Number of tubes",3,null,3,0,0]
[null,"Tube OD, mm",25.4,null,25.4,25.4,25.4]
[null,"Wall, mm",1.6,null,1.6,1.6,1.6]
[{"$nulls":5},"Baseline design?","YES"]
[null,"Thickness of panel, mm",null,null,"YES","N/A","N/A",null,26]
[null,"Thickness of core, mm",{"$nulls":6},20]
[null,"Thickness of inner skin, mm",{"$nulls":6},3]
[null,"Thickness of outer skin, mm",{"$nulls":6},3]
[null,"Panel height,mm",{"$nulls":6},300]
[]
[null,"OD, m",0.0254,null,0.0254,"No tubes","No tubes"]
[null,"Wall, m",0.0016,null,0.0016,"",""]
[null,"I, m^4",8.509918480000002e-09,null,8.509918480000002e-09,"","",8.509918480000002e-09,"Tubing Only",8.509918480000002e-09]
[null,"EI",5105.951088000002,null,5105.951088000002,"","",5105.951088000002,"",5105.951088000002,100,""]
[null,"Area, mm^2",358.8955447460979,null,358.8955447460979,"","",358.8955447460979,"",358.8955447460979,100,""]
[null,"Yield tensile strength, N",109463.14114755986,null,109463.14114755986,"","",109463.14114755986,"",109463.14114755986,100,""]
[null,"UTS, N",130996.87383232574,null,130996.87383232574,"","",130996.87383232574,"",130996.87383232574,100,""]
[null,"Yield tensile strength, N as welded",64601.19805429763,null,64601.19805429763,"","",64601.19805429763,"",64601.19805429763,100,""]
[null,"UTS, N as welded",107668.66342382938,null,107668.66342382938,"","",107668.66342382938,"",107668.66342382938,100,""]
[null,"Max load at mid span to give UTS for 1m long tube, N",2934.9167671181112,null,2934.9167671181112,"","",2934.9167671181112,"",2934.9167671181112,99.99999999999999,""]
[null,"Max deflection at baseline load for 1m long tube, m",0.011975065616797901,null,0.011975065616797901,"","",0.011975065616797901,"",0.011975065616797901,100.00000000000001,""]
[null,"Energy absorbed up to UTS, J",17.572910433039873,null,17.572910433039873,"","",17.572910433039873,"",17.572910433039873,100,""]
[null,null,1684.9638590400007,null,1701.9836960000005,9e+99,9e+99]
[null,"CAD Screenshots / Images proving all panel dimensions and any additional proof must be appended below"]

{"sheet":"EV4.2.2 Tractive System Prot'n","index":33,"n_rows":37,"n_cols":15,"rows_kept":37,"cut":false,"hidden":false,"merged":[[1,2,1,4],[1,5,1,6],[18,4,21,6]],"flags":["formulas_cached_only"]}
[null,"Tractive System Protection"]
[null,null,"Enter construction type",null,null,"Tubing only"]
[]
[null,"Material Property","Baseline",null,"Your Tube type 1","Your Tube type 2","Your Tube type 3","Your Tubes Total","Your Composite","Your Total",null,null,"Outer","Inner"]
[null,"Material type","Steel",null,"Steel","Steel","Steel",null,"Composite 1",null,null,"b (m)",0.3,0.3]
[null,"Tubing Type","Round",null,"Round","Round","Round",null,"NA",null,null,"h (m)",0.003,0.003]
[null,"Material name /grade","Steel",null,"Steel","Steel","Steel",null,"T3.30_Laminate"]
[null,"Youngs Modulus, E",200000000000,null,200000000000,200000000000,200000000000,null,76269546660.19942,null,null,"A1 (m^2)",0.0009,"I1 (m^4)",6.749999999999999e-10]
[null,"Yield strength, Pa",305000000,null,305000000,305000000,305000000,null,425383116.3611906,null,null,"A2 (m^2)",0.0009,"I2 (m^4)",6.749999999999999e-10]
[null,"UTS, Pa",365000000,null,365000000,365000000,365000000,null,425383116.3611906,null,null,"y1 (m)",0.0015,"Ic1 (m^4)",1.197e-07]
[null,"Yield strength, welded, Pa",180000000,null,180000000,180000000,180000000,null,"N/A",null,null,"y2 (m)",0.0245,"Ic2 (m^4)",1.1970000000000005e-07]
[null,"UTS welded, Pa",300000000,null,300000000,300000000,300000000,null,"N/A",null,null,"Centroid (m)",0.013,"Ic12 (m^4)",2.3940000000000004e-07]
[]
[null,"Number of tubes",3,null,3,0,0]
[null,"Tube OD, mm",25.4,null,25.4,25.4,25.4]
[null,"Wall, mm",1.2,null,1.2,1.2,1.2]
[{"$nulls":5},"Baseline design?","YES"]
[null,"Thickness of panel, mm",null,null,"YES","N/A","N/A",null,26]
[null,"Thickness of core, mm",{"$nulls":6},20]
[null,"Thickness of inner skin, mm",{"$nulls":6},3]
[null,"Thickness of outer skin, mm",{"$nulls":6},3]
[null,"Panel height,mm",{"$nulls":6},300]
[]
[null,"OD, m",0.0254,null,0.0254,"No tubes","No tubes"]
[null,"Wall, m",0.0012,null,0.0012,"",""]
[null,"I, m^4",6.6959174568e-09,null,6.6959174568e-09,"","",6.6959174568e-09,"Tubing Only",6.6959174568e-09]
[null,"EI",4017.5504740799997,null,4017.5504740799997,"","",4017.5504740799997,"",4017.5504740799997,100,""]
[null,"Area, mm^2",273.6955519807427,null,273.6955519807427,"","",273.6955519807427,"",273.6955519807427,100,""]
[null,"Yield tensile strength, N",83477.14335412653,null,83477.14335412653,"","",83477.14335412653,"",83477.14335412653,100,""]
[null,"UTS, N",99898.8764729711,null,99898.8764729711,"","",99898.8764729711,"",99898.8764729711,100.00000000000001,""]
[null,"Yield tensile strength, N as welded",49265.19935653369,null,49265.19935653369,"","",49265.19935653369,"",49265.19935653369,100,""]
[null,"UTS, N as welded",82108.66559422281,null,82108.66559422281,"","",82108.66559422281,"",82108.66559422281,100,""]
[null,"Max load at mid span to give UTS for 1m long tube, N",2309.3006662034645,null,2309.3006662034645,"","",2309.3006662034645,"",2309.3006662034645,100,""]
[null,"Max deflection at baseline load for 1m long tube, m",0.0119750656167979,null,0.0119750656167979,"","",0.0119750656167979,"",0.0119750656167979,100,""]
[null,"Energy absorbed up to UTS, J",13.827013503350795,null,13.827013503350795,"","",13.827013503350795,"",13.827013503350795,100,""]
[null,null,1325.7916564463999,null,1339.1834913599998,9e+99,9e+99]
[null,"CAD Screenshots / Images proving all panel dimensions and any additional proof must be appended below"]

{"sheet":"Welded Tube Inserts","index":34,"n_rows":30,"n_cols":5,"rows_kept":30,"cut":false,"hidden":false,"merged":[[12,2,12,3],[13,2,13,3],[16,2,16,3],[17,2,17,3]],"flags":["formulas_cached_only"]}
[null,"Welded Tube Insert Equivalency - required for all mandated tubes per T3.4 with drilled holes > 4mm dia."]
[null,"If you have more than one type of insert please copy this tab"]
[null,"Material Property","Your Tube","Your Tube + Insert"]
[null,"Material type","Steel","Steel"]
[null,"Tube Shape","Round","N/A"]
[null,"Material name /grade","Steel","Steel"]
[null,"Youngs Modulus, E",200000000000,200000000000]
[null,"Yield strength, Pa",305000000,305000000]
[null,"UTS, Pa",365000000,365000000]
[null,"Yield strength, welded, Pa","N/A",180000000]
[null,"UTS welded, Pa","N/A",300000000]
[]
[null,"Tube OD, mm",25.4]
[null,"Wall, mm",1.2]
[]
[null,null,"Your Tube","Your Tube + Insert"]
[null,"OD, m",0.0254]
[null,"Wall, m",0.0012]
[null,"I, m^4",6.6959174568e-09,0]
[null,"EI",1339.1834913599998,0,0]
[null,"Tube area, mm^2",91.23185066024757,0,"NA"]
[null,"Insert area, mm^2","NA",0,"NA"]
[null,"Yield tensile strength, N",27825.714451375512,0,0]
[null,"UTS, N",33299.625490990366,0,0]
[null,"Max load at mid span to give UTS for 1m long tube, N",769.7668887344882,0,0]
[null,"Max deflection at baseline load for 1m long tube, m",0.011975065616797903,0,999]
[null,"Energy absorbed up to UTS, J",4.609004501116933,0,0]
[null,"Note - the calculations above take account of the \"as welded condition\" strength reduction"]
[null,"Insert calculations or CAD screenshot proving tube + insert area and second moment"]
[null,"of area below. "]

{"sheet":"Steering Rack Collars","index":35,"n_rows":28,"n_cols":5,"rows_kept":28,"cut":false,"hidden":false,"merged":[[12,2,12,3],[13,2,13,3],[14,2,14,3],[15,2,15,3]],"flags":["formulas_cached_only"]}
[null,"Welded Steering Rack Collar in Bulkhead Support Tube"]
[]
[null,"Material Property","Your Tube","Your Collar"]
[null,"Material type","Steel","Steel"]
[null,"Tube Shape","Round","N/A"]
[null,"Material name /grade","Steel","Steel"]
[null,"Youngs Modulus, E",200000000000,200000000000]
[null,"Yield strength, Pa",305000000,305000000]
[null,"UTS, Pa",365000000,365000000]
[null,"Yield strength, welded, Pa",180000000,180000000]
[null,"UTS welded, Pa",300000000,300000000]
[]
[null,"Bulkhead Support Tube OD, mm",25.4]
[null,"Bulkhead Support Tube Wall, mm",1.2]
[null,"Steering Rack Collar OD, mm",35]
[null,"Steering Rack Collar Wall, mm",5]
[]
[null,null,"Your Tube","Your Collar"]
[null,"OR, m",0.0127,0.0175]
[null,"IR, m",0.0115,0.0125]
[null,"Area, m^2",9.123185066024761e-05,0.0002356194490192345]
[null,"Distance to Centroid, m","N/A",0.009637715998342553]
[null,"I, m^4",6.695049360702269e-09,5.357852046612772e-09]
[null,"EI",1339.0098721404538,"N/A"]
[null,"Buckling Load, N (Peak IA load /6)",20000,"N/A"]
[null,"Maximum Bending Stress, Pa",300000000,256800614.93297413,116.82215016436042]
[null,"Note - the calculations above take account of the \"as welded condition\" strength reduction"]
[null,"Insert calculations or CAD screenshot proving all data entered above."]

{"sheet":"Monocoque Lap Joints","index":36,"n_rows":152,"n_cols":21,"rows_kept":152,"cut":false,"hidden":false,"merged":[[2,3,2,4],[2,5,2,6]],"flags":["formulas_cached_only"]}
[null,"Monocoque Lap Joints"]
[]
[null,"Joint Status","PASS"]
[]
[null,"Test sample lap area, mm^2",365.9]
[null,"Lap joint shear strength, MPa",23.5]
[null,"Overlap length \"w\", mm",20]
[null,"Load/unit length, N/mm",470]
[]
[null,"Skin UTS, MPa (from 3pt bend)",218]
[null,"Skin thickness, mm",1]
[null,"Load/unit length",218]
[]
[null,"Safety Factor",2.1559633027522938]
[]
[null,"Insert images of test sample and data from pull tests used to derive shear strength below:"]
[]
[]
[{"$nulls":9},"Disp.","F","Disp.","F","Disp.","F","Disp.","F","Disp.","F","Disp.","F"]
[{"$nulls":9},"(mm)","(N)","(mm)","(N)","(mm)","(N)","(mm)","(N)","(mm)","(N)","(mm)","(N)"]
[{"$nulls":9},0,3.83139,0.43998,1428.83878,0.87975,2850.20918,1.31984,4428.20683,1.75998,6414.63026,2.17018,4897.52993]
[{"$nulls":9},0.00187,9.71567,0.4433,1432.45138,0.88329,2861.47669,1.32337,4445.38951,1.76336,6432.90728,2.17044,4406.28603]
[{"$nulls":9},0.00637,57.95347,0.44662,1443.33422,0.88671,2872.19658,1.32664,4458.74333,1.76657,6450.73235,2.17061,3928.99945]
[{"$nulls":9},0.00996,96.51322,0.45,1454.08764,0.88977,2881.41266,1.3298,4469.87271,1.77,6467.91011,2.17077,3470.70247]
[{"$nulls":9},0.01312,129.6162,0.45332,1462.67764,0.8933,2892.23045,1.33334,4487.19352,1.77332,6486.24569,2.17093,3034.75209]
[{"$nulls":9},0.01661,162.98069,0.4567,1474.30245,0.89673,2902.60993,1.33666,4501.21075,1.77664,6503.7033,2.17109,2623.6394]
[{"$nulls":9},0.02004,196.26626,0.46002,1484.34408,0.89984,2911.25961,1.33982,4512.49972,1.78002,6521.27936,2.17119,2239.362]
[{"$nulls":9},0.02314,225.18223,0.46329,1492.0238,0.90332,2921.79845,1.34336,4529.78566,1.78328,6539.95872,2.17136,1883.20175]
[{"$nulls":9},0.02662,256.86426,0.46671,1504.26429,0.9067,2931.64283,1.34662,4543.14396,1.78666,6557.69214,2.17141,1555.69687]
[{"$nulls":9},0.03005,288.27592,0.47004,1514.26379,0.90986,2940.28826,1.34984,4555.34622,1.78998,6573.61463,2.17152,1256.88437]
[{"$nulls":9},0.03305,316.6512,0.47325,1522.38965,0.91334,2950.12191,1.35332,4571.32816,1.79336,6592.95827,2.17162,986.43802]
[{"$nulls":9},0.03664,347.45405,0.47668,1534.55358,0.91666,2960.28592,1.35664,4584.64846,1.79673,6610.917,2.17168,743.6757]
[{"$nulls":9},0.04002,377.12289,0.48,1544.76073,0.91993,2970.55207,1.35986,4597.35319,1.79995,6626.92934,2.17173,527.60348]
[{"$nulls":9},0.04307,403.78871,0.48321,1552.9076,0.92336,2979.80234,1.36328,4612.5631,1.80332,6646.45225,2.17178,337.00853]
[null,"Width, b [mm]",19.4,{"$nulls":6},0.04666,432.56016,0.48664,1565.79494,0.92668,2989.07071,1.36671,4627.95675,1.8067,6664.33454,2.17184,170.50884]
[null,"Length, l [mm]",18.86,{"$nulls":6},0.04998,459.83395,0.49002,1575.45872,0.92995,2998.83284,1.36982,4640.31324,1.80991,6679.45459,2.17189,26.58767]
[null,"Area [mm^2] ",365.88399999999996,{"$nulls":6},0.05309,484.72831,0.49323,1583.84632,0.93332,3007.56723,1.37325,4655.75293,1.81334,6699.96902]
[null,"Lap joint shear strength [Mpa]",8.144117643843405,{"$nulls":6},0.05668,510.77602,0.49666,1596.15587,0.93664,3017.74509,1.37673,4671.7903,1.81666,6717.50531]
[{"$nulls":9},0.06,534.44954,0.50004,1606.46137,0.93996,3027.58835,1.37978,4683.48742,1.81982,6732.0022]
[{"$nulls":9},0.06316,557.06928,0.5032,1615.42609,0.94329,3036.23468,1.38332,4700.28251,1.82336,6753.10671]
[{"$nulls":9},0.06664,578.90849,0.50662,1628.26583,0.94666,3046.49547,1.38675,4714.95375,1.82662,6770.65194]
[{"$nulls":9},0.06996,599.13235,0.51005,1639.45343,0.94998,3056.51195,1.3898,4727.09522,1.82984,6785.56547]
[{"$nulls":9},0.07323,614.26146,0.51321,1648.77433,0.9533,3064.3478,1.39328,4742.69852,1.83337,6806.49206]
[{"$nulls":9},0.07661,633.62947,0.51664,1661.50186,0.95668,3074.93627,1.39671,4757.46855,1.83664,6823.74537]
[{"$nulls":9},0.08004,652.97881,0.52002,1670.4572,0.96,3084.7051,1.39982,4769.6574,1.8398,6838.37458]
[{"$nulls":9},0.0833,672.30882,0.52312,1680.61361,0.96327,3093.8074,1.40336,4785.5477,1.84334,6858.73702]
[{"$nulls":9},0.08657,689.12733,0.52666,1694.34696,0.96664,3105.61247,1.40673,4799.78308,1.84661,6876.74895]
[{"$nulls":9},0.09,705.94518,0.53004,1705.8808,0.96996,3115.14482,1.40984,4813.1074,1.84982,6891.66471]
[{"$nulls":9},0.09327,722.36666,0.53309,1714.48823,0.97323,3123.48872,1.41332,4828.23864,1.8533,6911.15052]
[{"$nulls":9},0.09664,737.10032,0.53662,1727.02733,0.97666,3132.97413,1.4167,4842.70111,1.85668,6928.84773]
[{"$nulls":9},0.10002,752.01608,0.54005,1738.03166,0.97998,3138.20556,1.41991,4856.46263,1.85984,6944.05451]
[{"$nulls":9},0.10329,767.14642,0.54311,1747.01549,0.9832,3149.75962,1.42334,4872.02659,1.86327,6962.21575]
[{"$nulls":9},0.10666,779.57679,0.54664,1759.0889,0.98668,3165.0205,1.42666,4886.34691,1.8667,6980.18476]
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[{"$nulls":9},0.1133,807.05272,0.55312,1779.13539,0.99327,3185.48486,1.43336,4914.86013,1.87328,7014.27475]
[{"$nulls":9},0.11668,817.81441,0.55666,1791.19304,0.99664,3195.86456,1.43668,4929.59261,1.87671,7032.29606]
[{"$nulls":9},0.12005,831.6379,0.56004,1801.64862,1.00002,3206.46398,1.44,4944.97105,1.87977,7048.20335]
[{"$nulls":9},0.12332,842.51856,0.5632,1811.65282,1.00323,3215.89619,1.44332,4957.92523,1.8833,7067.57069]
[{"$nulls":9},0.12664,852.42162,0.56662,1822.88647,1.00666,3228.28487,1.44664,4973.39487,1.88673,7085.57099]
[{"$nulls":9},0.12996,865.0375,0.57,1833.47996,1.01004,3239.19296,1.45002,4988.25476,1.88978,7100.30839]
[{"$nulls":9},0.13334,875.09254,0.57321,1845.19507,1.01314,3246.03863,1.45328,5001.43826,1.89332,7119.76334]
[{"$nulls":9},0.13666,883.20147,0.57664,1855.91195,1.01657,3259.09518,1.45671,5018.2347,1.8967,7137.88524]
[{"$nulls":9},0.13993,893.9687,0.58002,1866.65341,1.02,3270.84415,1.45998,5033.07715,1.8998,7154.1287]
[{"$nulls":9},0.14336,903.67304,0.58323,1874.97698,1.02305,3279.86799,1.46325,5045.57446,1.90334,7174.27298]
[{"$nulls":9},0.14662,910.59415,0.58666,1885.89826,1.02659,3292.82597,1.46673,5064.10941,1.90671,7191.92997]
[{"$nulls":9},0.14995,920.26904,0.58998,1897.40315,1.03002,3304.35634,1.46995,5077.66128,1.90982,7209.08403]
[{"$nulls":9},0.15337,928.77019,0.5933,1909.67023,1.03307,3313.36074,1.47327,5090.51532,1.91336,7227.9802]
[{"$nulls":9},0.15654,934.25212,0.59662,1919.54903,1.03671,3327.18484,1.4767,5107.91928,1.91668,7245.91747]
[{"$nulls":9},0.15991,943.58895,0.60005,1931.63507,1.03998,3338.25074,1.47996,5122.32274,1.91989,7263.52528]
[{"$nulls":9},0.16339,952.61391,0.60327,1943.04742,1.04309,3347.66395,1.48328,5134.85402,1.92332,7281.80587]
[{"$nulls":9},0.16645,958.11646,0.60664,1952.56926,1.04668,3361.77684,1.48666,5152.29285,1.9267,7299.32427]
[{"$nulls":9},0.16998,967.85635,0.61002,1965.17877,1.05,3373.04279,1.48998,5166.25643,1.92996,7317.53603]
[{"$nulls":9},0.17341,975.76763,0.61329,1976.36537,1.05316,3384.14758,1.49325,5178.3447,1.93328,7334.59577]
[{"$nulls":9},0.17641,979.47892,0.61666,1986.80654,1.05675,3398.33736,1.49662,5195.78576,1.93661,7352.77444]
[{"$nulls":9},0.18,987.73945,0.62004,1998.44956,1.06002,3408.8894,1.5,5210.50304,1.93993,7371.42026]
[{"$nulls":9},0.18332,993.89434,0.6233,2009.02015,1.06318,3420.39049,1.50321,5222.87786,1.9433,7389.0844]
[{"$nulls":9},0.18643,998.3534,0.62668,2018.32831,1.06661,3433.45419,1.50664,5239.55315,1.94662,7407.41998]
[{"$nulls":9},0.19002,1006.96519,0.63,2030.1611,1.06998,3444.51405,1.51002,5255.44435,1.94995,7426.43058]
[{"$nulls":9},0.19334,1012.4569,0.63337,2038.83067,1.07325,3456.60523,1.51318,5268.36589,1.95332,7443.34012]
[{"$nulls":9},0.19645,1016.59868,0.6367,2047.91263,1.07657,3468.89243,1.51666,5284.76313,1.95675,7464.7893]
[{"$nulls":9},0.20004,1024.3867,0.63996,2060.76689,1.08,3480.35641,1.52003,5300.55016,1.96002,7482.7525]
[{"$nulls":9},0.20336,1030.12249,0.64339,2072.0277,1.08327,3492.71983,1.52309,5312.51281,1.96328,7498.45147]
[{"$nulls":9},0.20646,1034.5269,0.64661,2080.96482,1.08664,3504.65409,1.52662,5328.86893,1.96671,7519.92971]
[{"$nulls":9},0.20995,1041.80519,0.64993,2093.95163,1.09007,3516.66905,1.53005,5344.69217,1.96998,7537.37748]
[{"$nulls":9},0.21332,1047.63776,0.65336,2105.4031,1.09329,3529.25733,1.53305,5356.35844,1.9733,7553.59322]
[{"$nulls":9},0.21648,1053.20178,0.65657,2114.36681,1.09661,3541.36907,1.5367,5373.71993,1.97668,7574.63068]
[{"$nulls":9},0.21991,1060.00051,0.65995,2127.53735,1.10004,3554.45959,1.54002,5388.4542,1.97995,7591.69757]
[{"$nulls":9},0.22329,1065.41634,0.66337,2139.3583,1.10325,3566.5568,1.54307,5401.70431,1.98321,7606.9352]
[{"$nulls":9},0.2265,1071.26098,0.66648,2147.65124,1.10662,3578.41507,1.54666,5418.21375,1.98664,7628.57616]
[{"$nulls":9},0.22993,1077.04349,0.67002,2161.23104,1.11005,3592.78522,1.54998,5433.24307,1.98996,7646.49242]
[{"$nulls":9},0.23336,1083.17368,0.67339,2172.51062,1.11332,3604.54179,1.55309,5447.24017,1.99323,7662.29689]
[{"$nulls":9},0.23652,1088.71188,0.67645,2180.68622,1.11664,3616.10413,1.55668,5464.28427,1.99666,7683.17789]
[{"$nulls":9},0.23995,1094.67689,0.68004,2192.63099,1.12002,3630.34509,1.56,5479.30643,1.99998,7701.14422]
[{"$nulls":9},0.24343,1101.05988,0.68336,2203.90387,1.12328,3642.68593,1.56321,5493.37283,2.00314,7717.57632]
[{"$nulls":9},0.24654,1106.60635,0.68646,2213.49008,1.12666,3654.2438,1.56664,5509.30157,2.00662,7738.00582]
[{"$nulls":9},0.24996,1112.9928,0.69,2227.12755,1.12998,3668.32718,1.57002,5524.17755,2.01005,7757.0799]
[{"$nulls":9},0.25339,1119.89245,0.69332,2239.51824,1.13336,3680.56968,1.57323,5538.94356,2.01316,7772.42839]
[{"$nulls":9},0.25655,1125.20199,0.69643,2248.43659,1.13668,3691.90626,1.57666,5553.85038,2.01664,7792.70768]
[{"$nulls":9},0.25998,1130.81809,0.70002,2261.60534,1.13995,3706.68769,1.58009,5568.92753,2.02002,7813.07995]
[{"$nulls":9},0.26336,1136.32131,0.70329,2272.79194,1.14337,3719.99569,1.58325,5583.38687,2.02312,7828.25142]
[{"$nulls":9},0.26657,1140.91191,0.70645,2283.97653,1.14659,3731.35619,1.58657,5597.69601,2.02666,7848.9849]
[{"$nulls":9},0.27,1145.20647,0.70998,2295.67654,1.14996,3746.37656,1.59,5613.51076,2.03003,7868.46042]
[{"$nulls":9},0.27332,1149.45218,0.7133,2306.73842,1.15339,3759.76145,1.59321,5628.73363,2.03309,7884.57692]
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[{"$nulls":9},0.28002,1154.4621,0.71995,2328.44688,1.15993,3784.77529,1.60002,5659.07389,2.04,7924.22891]
[{"$nulls":9},0.28329,1155.53733,0.72337,2339.26222,1.16336,3798.69014,1.60323,5674.33476,2.04305,7940.15586]
[{"$nulls":9},0.28671,1161.35158,0.72654,2349.04177,1.16652,3808.88298,1.60661,5688.02476,2.0467,7961.7548]
[{"$nulls":9},0.28998,1164.86561,0.72991,2361.3596,1.17,3824.31284,1.61003,5704.65222,2.05002,7980.68315]
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[{"$nulls":9},0.29673,1174.31212,0.73655,2384.18005,1.17643,3848.23814,1.61668,5733.79979,2.05666,8016.8134]
[{"$nulls":9},0.29995,1176.15055,0.73993,2396.27793,1.18002,3863.60943,1.62,5750.77951,2.06003,8035.52985]
[{"$nulls":9},0.30327,1181.95452,0.74341,2407.68582,1.18334,3877.97847,1.62327,5765.53479,2.06319,8052.38396]
[{"$nulls":9},0.3067,1185.99929,0.74652,2418.88382,1.18645,3888.26653,1.6267,5779.8475,2.06668,8072.13217]
[{"$nulls":9},0.30991,1187.11576,0.74995,2429.98302,1.19003,3904.18366,1.63002,5797.98996,2.07,8090.07972]
[{"$nulls":9},0.31329,1192.94789,0.75343,2442.65445,1.1933,3917.29787,1.63334,5812.58833,2.07321,8108.47878]
[{"$nulls":9},0.31671,1197.35453,0.75654,2453.49884,1.19646,3928.74375,1.63671,5827.18268,2.07664,8127.65121]
[{"$nulls":9},0.31987,1198.88328,0.76002,2464.48271,1.2,3944.7163,1.63993,5844.52629,2.08007,8146.38019]
[{"$nulls":9},0.3233,1205.46799,0.76339,2475.63981,1.20332,3957.67674,1.64336,5860.71163,2.08323,8164.36261]
[{"$nulls":9},0.32668,1209.74734,0.76661,2486.10578,1.20648,3969.58977,1.64662,5874.31803,2.08661,8182.82783]
[{"$nulls":9},0.32984,1212.27019,0.76998,2496.76578,1.21002,3984.49168,1.65,5891.66299,2.09003,8202.29173]
[{"$nulls":9},0.33337,1220.1504,0.77336,2508.55811,1.21334,3996.96529,1.65337,5907.66504,2.09325,8221.54194]
[{"$nulls":9},0.33664,1225.92051,0.77662,2519.63206,1.2165,4009.23148,1.65653,5920.01438,2.09668,8238.60258]
[{"$nulls":9},0.3398,1229.5834,0.78,2529.79942,1.21993,4023.37566,1.65991,5937.39778,2.10011,8258.847]
[{"$nulls":9},0.34339,1237.54676,0.78327,2541.22205,1.22336,4036.56811,1.66339,5953.46645,2.10327,8276.27599]
[{"$nulls":9},0.34666,1242.50159,0.7867,2553.09865,1.22652,4048.76813,1.66645,5965.45324,2.1067,8294.01165]
[{"$nulls":9},0.34982,1245.91023,0.79002,2562.60082,1.22995,4062.21449,1.67003,5983.59838,2.11002,8314.43042]
[{"$nulls":9},0.3533,1253.19399,0.79329,2574.01787,1.23337,4075.76233,1.67336,5999.50701,2.11323,8331.38645]
[{"$nulls":9},0.35668,1258.57316,0.79671,2585.47805,1.23648,4088.68924,1.67641,6011.40395,2.11671,8348.84405]
[{"$nulls":9},0.35984,1262.07769,0.79993,2594.28419,1.23996,4102.42841,1.68005,6031.048,2.12003,8369.46756]
[{"$nulls":9},0.36332,1268.92816,0.80325,2606.60112,1.24339,4116.77152,1.68327,6046.00534,2.12325,8387.31855]
[{"$nulls":9},0.3667,1275.54484,0.80673,2618.78639,1.2465,4129.33946,1.68643,6059.2103,2.12668,8396.91639]
[{"$nulls":9},0.3698,1279.10323,0.80989,2626.98412,1.24998,4143.51761,1.69007,6078.31389,2.13,8415.12859]
[{"$nulls":9},0.37329,1285.79915,0.81332,2640.19355,1.25336,4157.49729,1.69328,6093.31056,2.13332,8431.73951]
[{"$nulls":9},0.37671,1291.86753,0.8167,2651.59786,1.25657,4169.7599,1.69645,6106.64964,2.13664,8447.23195]
[{"$nulls":9},0.37977,1296.75016,0.81986,2659.00522,1.26005,4183.53036,1.70009,6126.18685,2.13996,8466.78257]
[{"$nulls":9},0.3833,1304.18021,0.82339,2672.5354,1.26337,4197.42376,1.70336,6141.6176,2.14334,8484.29203]
[{"$nulls":9},0.38673,1310.73833,0.82666,2682.6185,1.26659,4210.23712,1.70646,6154.52126,2.14661,8498.82066]
[{"$nulls":9},0.38979,1315.43409,0.82987,2691.50376,1.27002,4223.4908,1.71,6172.33068,2.14998,8517.64888]
[{"$nulls":9},0.39332,1323.39958,0.83336,2704.4671,1.27334,4238.38243,1.71332,6187.61212,2.15336,8535.7976]
[{"$nulls":9},0.3967,1330.77454,0.83662,2714.79651,1.27661,4250.84531,1.71648,6202.07012,2.15652,8549.83717]
[{"$nulls":9},0.3998,1336.94585,0.83984,2724.44621,1.28003,4264.05072,1.71991,6219.30823,2.16,8568.03685]
[{"$nulls":9},0.40334,1345.08949,0.84337,2737.68961,1.28325,4277.49306,1.72334,6233.57221,2.16332,8585.0358]
[{"$nulls":9},0.40666,1351.55976,0.84664,2748.04562,1.28662,4291.62562,1.7265,6247.42761,2.16648,8598.4531]
[{"$nulls":9},0.40987,1358.2835,0.84986,2756.69485,1.28995,4304.72061,1.72987,6262.84227,2.16766,8514.12624]
[{"$nulls":9},0.41336,1365.76675,0.85334,2768.88907,1.29321,4319.14374,1.73336,6278.48312,2.16798,8345.30085]
[{"$nulls":9},0.41668,1372.13476,0.85666,2779.0571,1.2967,4333.38046,1.73652,6293.91566,2.1683,8071.1621]
[{"$nulls":9},0.41989,1379.30576,0.85982,2787.86257,1.29996,4345.37977,1.73995,6311.3755,2.16857,7718.82713]
[{"$nulls":9},0.42337,1386.74945,0.8633,2799.95374,1.30328,4360.75509,1.74343,6328.98331,2.16889,7314.07821]
[{"$nulls":9},0.42664,1394.2527,0.86668,2810.51181,1.30671,4375.12279,1.74653,6344.5285,2.16916,6868.33933]
[{"$nulls":9},0.42996,1402.4692,0.86979,2819.16261,1.30998,4387.1668,1.74996,6362.24851,2.16943,6391.38758]
[{"$nulls":9},0.43334,1410.3958,0.87327,2830.45448,1.31341,4403.59756,1.75339,6380.39544,2.16975,5896.87854]
[{"$nulls":9},0.43661,1419.0723,0.8767,2841.73362,1.31668,4416.99609,1.7565,6396.96345,2.16996,5396.46193]

{"sheet":"Additional Info","index":37,"n_rows":5,"n_cols":15,"rows_kept":5,"cut":false,"hidden":false,"merged":[[0,0,0,18],[2,3,2,9],[2,14,2,18],[4,0,5,18]],"flags":["formulas_cached_only"]}
["FSAETM STRUCTURAL EQUIVALENCY SPREADSHEET - CONTINUATION TAB"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
[]
["Please use this sheet to include additional information required for your proof of equivalency that isn't covered by the standard forms e.g. material receipts. This tab may be copied if one page isn't sufficient."]

{"sheet":"Alt_joint_1","index":38,"n_rows":51,"n_cols":15,"rows_kept":51,"cut":false,"hidden":false,"merged":[[51,0,51,2],[51,3,51,4],[48,3,48,4],[0,0,0,18],[2,3,2,9],[2,14,2,18],[48,9,48,10],[49,9,49,10],[50,9,50,10],[49,3,49,4]],"flags":["formulas_cached_only"]}
["FSAETM SES - T3.6 ALTERNATIVE JOINT TEST RESULTS"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
{"$rows_empty":7}
[{"$nulls":6},"Paste images of test samples here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
[]
["Figure 1: Test Samples"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curves for all 4 tests here"]
{"$rows_empty":12}
["Figure 2: Load Deflection Curve"]
[]
["Enter values for maximum load sustained for all four samples below"]
[]
[null,null,"Baseline 1 (N)",{"$nulls":5},"Alternative 1 (N)"]
[null,null,"Baseline 2 (N)",{"$nulls":5},"Alternative 2 (N)"]
[{"$nulls":9},"PASS"]

{"sheet":"Alt_joint_2","index":39,"n_rows":51,"n_cols":15,"rows_kept":51,"cut":false,"hidden":false,"merged":[[50,9,50,10],[51,0,51,2],[51,3,51,4],[0,0,0,18],[2,3,2,9],[2,14,2,18],[48,3,48,4],[48,9,48,10],[49,3,49,4],[49,9,49,10]],"flags":["formulas_cached_only"]}
["FSAETM SES - T3.6 ALTERNATIVE JOINT TEST RESULTS"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
{"$rows_empty":7}
[{"$nulls":6},"Paste images of test samples here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
[]
["Figure 1: Test Samples"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curves for all 4 tests here"]
{"$rows_empty":12}
["Figure 2: Load Deflection Curve"]
[]
["Enter values for maximum load sustained for all four samples below"]
[]
[null,null,"Baseline 1 (N)",{"$nulls":5},"Alternative 1 (N)"]
[null,null,"Baseline 2 (N)",{"$nulls":5},"Alternative 2 (N)"]
[{"$nulls":9},"PASS"]

{"sheet":"Alt_joint_3","index":40,"n_rows":51,"n_cols":15,"rows_kept":51,"cut":false,"hidden":false,"merged":[[50,9,50,10],[51,0,51,2],[51,3,51,4],[0,0,0,18],[2,3,2,9],[2,14,2,18],[48,3,48,4],[48,9,48,10],[49,3,49,4],[49,9,49,10]],"flags":["formulas_cached_only"]}
["FSAETM SES - T3.6 ALTERNATIVE JOINT TEST RESULTS"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
{"$rows_empty":7}
[{"$nulls":6},"Paste images of test samples here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
[]
["Figure 1: Test Samples"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curves for all 4 tests here"]
{"$rows_empty":12}
["Figure 2: Load Deflection Curve"]
[]
["Enter values for maximum load sustained for all four samples below"]
[]
[null,null,"Baseline 1 (N)",{"$nulls":5},"Alternative 1 (N)"]
[null,null,"Baseline 2 (N)",{"$nulls":5},"Alternative 2 (N)"]
[{"$nulls":9},"PASS"]

{"sheet":"Alt_joint_4","index":41,"n_rows":51,"n_cols":15,"rows_kept":51,"cut":false,"hidden":false,"merged":[[50,9,50,10],[51,0,51,2],[51,3,51,4],[0,0,0,18],[2,3,2,9],[2,14,2,18],[48,3,48,4],[48,9,48,10],[49,3,49,4],[49,9,49,10]],"flags":["formulas_cached_only"]}
["FSAETM SES - T3.6 ALTERNATIVE JOINT TEST RESULTS"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
{"$rows_empty":7}
[{"$nulls":6},"Paste images of test samples here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
[]
["Figure 1: Test Samples"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curves for all 4 tests here"]
{"$rows_empty":12}
["Figure 2: Load Deflection Curve"]
[]
["Enter values for maximum load sustained for all four samples below"]
[]
[null,null,"Baseline 1 (N)",{"$nulls":5},"Alternative 1 (N)"]
[null,null,"Baseline 2 (N)",{"$nulls":5},"Alternative 2 (N)"]
[{"$nulls":9},"PASS"]

{"sheet":"Alt_joint_x","index":42,"n_rows":51,"n_cols":15,"rows_kept":51,"cut":false,"hidden":false,"merged":[[50,9,50,10],[51,0,51,2],[51,3,51,4],[0,0,0,18],[2,3,2,9],[2,14,2,18],[48,3,48,4],[48,9,48,10],[49,3,49,4],[49,9,49,10]],"flags":["formulas_cached_only"]}
["FSAETM SES - T3.6 ALTERNATIVE JOINT TEST RESULTS"]
[]
["University Name",null,null,"Università di Modena e Reggio Emilia",{"$nulls":6},"Car No.(s) & Event(s)",null,null,null,"237 @ FSG"]
{"$rows_empty":7}
[{"$nulls":6},"Paste images of test samples here"]
[]
[{"$nulls":6},"All test specimens must be presented at Tech. Inspection"]
[]
[]
[]
[]
[]
["Figure 1: Test Samples"]
{"$rows_empty":12}
[{"$nulls":6},"Paste load deflection curves for all 4 tests here"]
{"$rows_empty":12}
["Figure 2: Load Deflection Curve"]
[]
["Enter values for maximum load sustained for all four samples below"]
[]
[null,null,"Baseline 1 (N)",{"$nulls":5},"Alternative 1 (N)"]
[null,null,"Baseline 2 (N)",{"$nulls":5},"Alternative 2 (N)"]
[{"$nulls":9},"PASS"]

{"sheet":"T3.13 T3.36 Guidance Notes","index":43,"n_rows":57,"n_cols":21,"rows_kept":57,"cut":false,"hidden":false,"merged":[[0,0,0,18]],"flags":["formulas_cached_only"]}
["FSAETM MONOCOQUE EQUIVALENCY GUIDANCE NOTES - MAIN HOOP BRACING SUPPORT"]
[]
[null,"There are three scenarios for main hoop bracing",{"$nulls":18},"3. Teams with non square/rectangular structures must complete an analysis similar to"]
[null,"support equivalency.",{"$nulls":18},"that required in scenario 2, but at a cross-section through the structure where the"]
[{"$nulls":20},"equivalent tube offset (\"d\" in the image below) is ~ 75mm."]
[null,"1. Chassis with a square/rectangular structure rearward"]
[null,"of the main hoop; the design is >=100% equivalency "]
[null,"using the flat-panel calc by entering the panel height"]
[null,"as per the image shown to the right of this text."]
[]
[null,"In this case no additional proof is required, but images"]
[null,"of the chassis proving the panel height entered"]
[null,"must be supplied."]
[]
[]
[null,"2. Chassis with a structure as per 1., but where >=100% equivalence is not shown on the "]
[null,"flat panel calc alone."]
[]
[null,"In this case additional proof of equivalence is required, by showing the actual chassis"]
[null,"design is >=100% equivalent, it is acceptable to include half of the chassis in this proof."]
[]
[null,"Using a CAD measure of the cross-section, or other appropriate method, provide proof"]
[null,"of the second moment of area and area of the monocoque skins."]
[]
[null,"Multiply this measured \"I\" by the \"E\" derived from the required physical test to prove the"]
[null,"buckling modulus is equivalent."]
[]
[null,"The measured \"I\" must be transposed from the cross-section centroid to a reference"]
[null,"co-ordinate system on the chassis centre-line, and the same completed for the baseline"]
[null,"tubes."]
{"$rows_empty":25}
[null,"The measured \"A\" must be multiplied by the physical test derived skin UTS to prove"]
[null,"the strength of the section is >=100%"]

{"sheet":"T3.14 T3.36 Guidance Notes","index":44,"n_rows":43,"n_cols":2,"rows_kept":43,"cut":false,"hidden":false,"merged":[[0,0,0,18]],"flags":["formulas_cached_only"]}
["FSAETM MONOCOQUE EQUIVALENCY GUIDANCE NOTES - FRONT HOOP BRACING"]
[]
[null,"There are two scenarios for front hoop bracing support equivalency."]
[]
[null,"1. Chassis where, when calculated as a flat panel, half of the width of the upper horizontal"]
[null,"panel between the top of the front bulkhead and the top of the front hoop shows >=100%"]
[null,"equivalency to 1 front hoop bracing tube."]
[]
[null,"In this case no additional proof is required, but images of the chassis proving the panel"]
[null,"width entered must be supplied."]
[]
[null,"2. Chassis where the flat panel calculation shows <100% equivalence to 1 front hoop "]
[null,"bracing tube."]
[]
[null,"In this case additional proof of equivalence is required, by showing the actual chassis"]
[null,"design is >=100% equivalent."]
[]
[null,"Using a CAD measure of the cross-section, or other appropriate method, provide proof"]
[null,"of the second moment of area and area of the monocoque skins."]
[]
[null,"The height of the moncoque section used for comparison must not exceed 50mm"]
{"$rows_empty":20}
[null,"The measured \"A\" must be multiplied by the physical test derived skin UTS to prove"]
[null,"the strength of the section is >=100%"]

{"sheet":"T3.19 T3.32 Guidance Notes","index":45,"n_rows":48,"n_cols":2,"rows_kept":48,"cut":false,"hidden":false,"merged":[[0,0,0,18]],"flags":["formulas_cached_only"]}
["FSAETM MONOCOQUE EQUIVALENCY GUIDANCE NOTES - FRONT BULKHEAD SUPPORT"]
[]
[null,"There are two scenarios for front bulkhead bracing support equivalency."]
[]
[null,"1. Chassis where, when calculated as a flat panel, the vertical panel between the"]
[null,"front bulkhead and front hoop shows >=100% to 3 front bulkhead support tubes."]
[]
[null,"In this case no additional proof is required, but images of the chassis proving the panel"]
[null,"height entered must be supplied."]
{"$rows_empty":19}
[null,"2. Chassis where the flat panel calculation shows >33% but <100% equivalence to 3"]
[null,"front bulkhead support tubes."]
[null,"(If the flat panel calculation shows <33% equivalence the panel core and/or skin"]
[null,"thickness must be increased and the physical tests repeated until >33% is achieved)"]
[]
[null,"In this case additional proof of equivalence is required, by showing the actual chassis"]
[null,"design is >=100% equivalent."]
[]
[null,"Using a CAD measure of the cross-section, or other appropriate method, provide proof"]
[null,"of the second moment of area and area of the monocoque skins."]
[]
[null,"Multiply this measured \"I\" by the \"E\" derived from the required physical test to prove the"]
[null,"buckling modulus is equivalent."]
[]
[null,"The measured \"I\" must be transposed from the cross-section centroid to a reference"]
[null,"co-ordinate system on the chassis centre-line, and the same completed for the baseline"]
[null,"tubes."]
[]
[null,"The measured \"A\" must be multiplied by the physical test derived skin UTS to prove"]
[null,"the strength of the section is >=100%"]

{"sheet":"T3.20 Guidance Notes","index":46,"n_rows":28,"n_cols":2,"rows_kept":28,"cut":false,"hidden":false,"merged":[[0,0,0,18]],"flags":["formulas_cached_only"]}
["FSAETM IA AI PLATE GUIDANCE NOTES"]
[]
[null,"There are three scenarios for anti-intrusion plate equivalency"]
[]
[null,"1. Baseline steel or aluminium AIP used"]
[]
[null,"In this case just select the appropriate material."]
[]
[null,"2. Composite AIP used, proof of equivalency using material properties derived from"]
[null,"three point bending and shear tests."]
[]
[null,"In this case: "]
[]
[null," - Select \"Composite AIP\" as your material"]
[null," - Enter the relevant test data in the AIP physical test tabs"]
[null," - Enter the dimensions of your actual AIP in the relevant cells"]
[]
[null,"Safety factors for bending and perimeter shear must both be >=1"]
[]
[null,"Images proving the dimensions of your AIP must be included."]
[]
[null,"3. Composite AIP used, proof of equiavlency from IAD test"]
[]
[null,"In this case: "]
[]
[null," - Select \"Comp (IAD Test)\" as your material"]
[null," - Enter the relevant test data from your IAD Test"]
[null," - Include photographic evidence of the test setup and show that the AIP did not fail"]

{"sheet":"T3.33 Guidance Notes","index":47,"n_rows":23,"n_cols":3,"rows_kept":23,"cut":false,"hidden":false,"merged":[[0,0,0,18]],"flags":["formulas_cached_only"]}
["FSAETM MONOCOQUE SIDE IMPACT STRUCTURE GUIDANCE NOTES"]
[]
[null,"There is only one scenario for monocoque side-impact structure equivalency."]
[]
[null,"Unlike other areas of the monocoque, no allowance for geometric form is allowed."]
[]
[null,"For 2015 the rules have changed to prove equivalence on absorbed energy rather"]
[null,"than strength. This evaluation is based on the mandatory physical test data."]
[]
[null,"The requirement to prove buckling modulus remains, but with a more stringent requirement"]
[null,"where:"]
[]
[null," - The vertical side-impact zone, when calculated as a flat-panel must equivalent EI to"]
[null,"two baseline side-impact tubes."]
[]
[null,null,"Note: In practical terms it is impossible for a car with rules compliant ride height to"]
[null,null,"have a panel height greater than 325mm, panel heights greater than this will"]
[null,null,"return a null value for EI"]
[]
[null," - The horizontal floor (up-to the centre of the chassis), when calculated as flat-panel"]
[null,"must have equivalent EI to one baseline side-impact tube."]
[]
[null,"In both cases this is calculated about the weakest axis."]

{"sheet":"T3.32.3 T3.33.4 Guidance","index":48,"n_rows":6,"n_cols":2,"rows_kept":6,"cut":false,"hidden":false,"merged":[[0,0,0,18]],"flags":["formulas_cached_only"]}
["FSAETM PERIMETER SHEAR TEST GUIDANCE NOTES"]
[]
[null,"When entering peak loads please ensure they are in accordance with the image below:"]
[]
[null,"Note: If the first peak is higher than the second then it can be used for the punch through"]
[null,"strength requirement."]

{"sheet":"Monocoque Attachments Guidance","index":49,"n_rows":20,"n_cols":21,"rows_kept":20,"cut":false,"hidden":false,"merged":[[0,0,0,18]],"flags":["formulas_cached_only"]}
["FSAETM MONOCOQUE ATTACHMENTS GUIDANCE NOTES"]
[{"$nulls":20},"Note: Brackets which have no \"form\" or gusseting are not acceptable as they will fail in "]
[null,"All monocoque attachment tabs follow the same order, stepping through each key element",{"$nulls":18},"bending at <30KN"]
[null,"from Row 13 to Row 20. "]
[{"$nulls":20},"Below are some examples of brackets which are not acceptable:"]
[null,"The images below show an example hoop attachment, in this case the following data"]
[null,"would be entered:"]
[]
[null,"Row 13: ",null,"Total weld length of all welds joining the hoop tube to the bracket"]
[null,"Row 14:",null,"Thickness of the bracket joined to the hoop"]
[null,"Row 15:",null,"Outside perimeter of the bracket joined to the hoop"]
[null,"Row 16:",null,"Thickness of the laminate skin in contact with the bracket joined to the hoop"]
[null,"Row 17:",null,"Combined outside perimeter of all inserts in the core material"]
[null,"Row 18:",null,"Thickness of the laminate skin in contact with the backing plate"]
[null,"Row 19:",null,"Thickness of the backing plate"]
[null,"Row 20:",null,"Outside perimeter of the backing plate"]
[null,"Row 21:",null,"Distance from bolt centreline to nearest \"free edge\""]
[]
[null,"Entering the combined perimeter of all inserts between the outer and inner skins is"]
[null,"optional, provided the strength in both loading directions is >=30kN without their inclusion."]