2012 FSAE Structural Equivalency Spreadsheet Guidance Notes The SES template has been created to simplify the process of proving struc As downloaded the spreadsheet assumes a baseline steel chassis design. The Cells shaded grey are dependant on the data entered in yellow cells, the f If you find a new problem with the SES template or require a clarification Revisions: V1.0.1 Updated baseline tubes in calculation tabs to select a V1.0.2 Cell "C50" on "B3.28 Laminate Test" tab unwrite-protec V1.0.3 Tabs where picture are to be pasted were unwrite-prote V1.0.4 2012-Jan-02Steel renamed for clarity. Unprotected region of weld V1.0.5 2012-Jan-07Data entry cells unlocked on B3.38 tab V1.0.6 2012-Jan-14 Laminate test tab updated so rig compliance adjusts th Option to have 0 front hoop attachments for fully lami Skin thickness cell unlocked in main hoop, front hoop V1.0.7 2012-Jan-23 Revised coversheet reference from website to read_me t V1.0.8 2012-Jan-23 Corrected tube area calculation to include square tube Corrected calculation of youngs modulus in laminate te V1.0.9 2012-Jan-24 Added three extra "Other materials" in MaterialData ta Added tube shape to "Welded tube insert" tab Corrected conditional formatting error in cell F32 of V1.0.10 2012-Jan-27Corrected minimum wall thickness error in front hoop b V1.0.11 2012-Jan-27Corrected alternative material front bulkhead support V1.0.12 2012-Feb-11 Corrected AI IA Plate tab to allow "Other Material 3" Revised baseline tubes to always be round to avoid com V1.0.13 2012-Mar-24 Corrected tube area error in Front Hoop Bracing, Front Corrected baseline tube OD logic in Main Roll Hoop Bra Amended front hoop attachments tab so that when 0 atta Disabled area equivalency when material is not steel a Revised calculation of max load at mid-span in all rel Corrected baseline tube multiples in Front Hoop bracin Revised calculation of max deflection to correctly acc Corrected calculation of skin UTS in Laminate test tab Added version history tab Corrected welded inserts tab to retain full properties The vast majority of the tabs can be accessed using the hyperlinks on the info" and "welded tube insert" tabs. If you enable macros when opening the reinforced bent/two piece tube will be stiffer and stronger than the basel "Chassis Pics" tab for the SES assessor to review. You may add additional necessary. You do not need to adjust the number of tubes in the relevant c The SES has been extensively tested, but if you think you have found a mis please submit a question to the FSAE rules committee in the usual manner.
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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.
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:V1.0.1 Updated baseline tubes in calculation tabs to select and compare to alternatives listed in B3.3.1 where appropriate. This stops rules legal tube selections that have marginally lower strength or stiffness from being reported as not equivalent.V1.0.2 Cell "C50" on "B3.28 Laminate Test" tab unwrite-protected.V1.0.3 Tabs where picture are to be pasted were unwrite-protected.V1.0.4 2012-Jan-02 Steel renamed for clarity. Unprotected region of welded tube tab made available for images and supporting calculations to be pasted.V1.0.5 2012-Jan-07 Data entry cells unlocked on B3.38 tab
V1.0.6 2012-Jan-14Laminate test tab updated so rig compliance adjusts the calculated skin stiffness, removed the ability to have negative rig compliance.Option to have 0 front hoop attachments for fully laminated front hoops added.Skin thickness cell unlocked in main hoop, front hoop and hoop bracing attachment tabs to allow for local reinforcement.
V1.0.7 2012-Jan-23 Revised coversheet reference from website to read_me tab.
V1.0.8 2012-Jan-23Corrected tube area calculation to include square tubes in main hoop bracing support, front hoop bracing, front bulkhead and shoulder harness bar tabsCorrected calculation of youngs modulus in laminate test tab to include subtraction of x1 value from x2
V1.0.9 2012-Jan-24Added three extra "Other materials" in MaterialData tab for greater flexbility for monocoque chassis with multiple layup typesAdded tube shape to "Welded tube insert" tabCorrected conditional formatting error in cell F32 of FBHS and Side-impact tabs
V1.0.10 2012-Jan-27 Corrected minimum wall thickness error in front hoop bracing tabV1.0.11 2012-Jan-27 Corrected alternative material front bulkhead support cell error reference in cover sheet
V1.0.12 2012-Feb-11Corrected AI IA Plate tab to allow "Other Material 3" through to Other Material 6" to also be selectedRevised baseline tubes to always be round to avoid comparison of student design to a baseline square tubes improved properties
V1.0.13 2012-Mar-24
Corrected tube area error in Front Hoop Bracing, Front Bulkhead, Main Hoop Bracing and Shoulder Harness BarCorrected baseline tube OD logic in Main Roll Hoop Bracing, Front Hoop Bracing and Front Bulkhead Amended front hoop attachments tab so that when 0 attachments are selected for laminated hoops it doesn't show "fail"Disabled area equivalency when material is not steel as it is meaninglessRevised calculation of max load at mid-span in all relevant tabs to show clearer derivation for studentsCorrected baseline tube multiples in Front Hoop bracing (one per side minimum not two)Revised calculation of max deflection to correctly account for hybrid chassis designsCorrected calculation of skin UTS in Laminate test tabAdded version history tabCorrected welded inserts tab to retain full properties for original tube material and apply "as welded" to the reinforcing material only, as per B3.3.1 note 4
The vast majority of the tabs can be accessed using the hyperlinks on the cover sheet. Note there are some that cannot such as the "additional info" and "welded tube insert" tabs. If you enable macros when opening the document "Ctrl+e" will always 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.
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.
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.
Updated baseline tubes in calculation tabs to select and compare to alternatives listed in B3.3.1 where appropriate. This stops rules legal tube selections that have marginally lower strength or stiffness from being reported as not equivalent.
Steel renamed for clarity. Unprotected region of welded tube tab made available for images and supporting calculations to be pasted.
Laminate test tab updated so rig compliance adjusts the calculated skin stiffness, removed the ability to have negative rig compliance.
Skin thickness cell unlocked in main hoop, front hoop and hoop bracing attachment tabs to allow for local reinforcement.
Corrected tube area calculation to include square tubes in main hoop bracing support, front hoop bracing, front bulkhead and shoulder harness bar tabsCorrected calculation of youngs modulus in laminate test tab to include subtraction of x1 value from x2Added three extra "Other materials" in MaterialData tab for greater flexbility for monocoque chassis with multiple layup types
Corrected conditional formatting error in cell F32 of FBHS and Side-impact tabs
Corrected alternative material front bulkhead support cell error reference in cover sheetCorrected AI IA Plate tab to allow "Other Material 3" through to Other Material 6" to also be selectedRevised baseline tubes to always be round to avoid comparison of student design to a baseline square tubes improved propertiesCorrected tube area error in Front Hoop Bracing, Front Bulkhead, Main Hoop Bracing and Shoulder Harness BarCorrected baseline tube OD logic in Main Roll Hoop Bracing, Front Hoop Bracing and Front Bulkhead Amended front hoop attachments tab so that when 0 attachments are selected for laminated hoops it doesn't show "fail"
Revised calculation of max load at mid-span in all relevant tabs to show clearer derivation for studentsCorrected baseline tube multiples in Front Hoop bracing (one per side minimum not two)Revised calculation of max deflection to correctly account for hybrid chassis designs
Corrected welded inserts tab to retain full properties for original tube material and apply "as welded" to the reinforcing material only, as per B3.3.1 note 4
The vast majority of the tabs can be accessed using the hyperlinks on the cover sheet. Note there are some that cannot such as the "additional info" and "welded tube insert" tabs. If you enable macros when opening the document "Ctrl+e" will always 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
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.
Updated baseline tubes in calculation tabs to select and compare to alternatives listed in B3.3.1 where appropriate. This stops rules legal tube selections that have marginally lower strength or stiffness from being reported as not equivalent.
If you have to resubmit your SES then please update the table below, indicating what changes you have made from the previous submission.
Submission VersionOriginal Submission
If you have to resubmit your SES then please update the table below, indicating what changes you have made from the previous submission.
Revision CommentsNA
University Name Car No.(s) & Event(s)Team Contact Email AddressFaculty Advisor Email Address
Is proof of equivalency for your design required for any of the rules?No. Chassis does not deviate from baseline requirements
Rule No. Rule Description
YES NO B3.10YES NO B3.11YES NO B3.12YES NO B3.12.6YES NO B3.13YES NO B3.18YES NO B3.19YES NO B3.24YES NO B5.4.1N/A N/A B3.34N/A N/A B3.29N/A N/A B3.30N/A N/A B3.31N/A N/A B3.34N/A N/A B3.32N/A N/A B3.33N/A N/A B3.34N/A N/A B3.35YES NO B3.20.6N/A N/A B3.38N/A N/A HV protection (Electric Vehicles only)N/A N/A Accumulator Support (Electric Vehicles only)
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 materialsP Monocoque Laminate Test data and picturesP Holes >4mm drilled in any regulated tubing require proof of equivalency, include area and moment of inertia
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.
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.
NA NA NA NA NA NA NA NA NA Steel Round 25.4 2.40NA NA NA NA NA NA NA NA NA Steel Round 25.4 2.40NA NA NA NA NA NA NA NA NA Steel Round 25.4 1.60NA NA NA NA NA NA NA NA NA Steel Round 25.4 1.25NA NA NA NA NA NA NA NA NA Steel Round 25.4 1.60NA NA NA NA NA NA NA NA NA Steel Round 25.4 1.60NA NA NA NA NA NA NA NA NA Steel Round 25.4 1.25NA NA NA NA NA NA NA NA NA Steel Round 25.4 1.60NA NA NA NA NA NA NA NA NA Steel Round 25.4 2.40NA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NANA NA NA NA NA NA NA NA NANANANA
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T39
If cell is orange the front hoop is laminated in, check the students proof of equivalency.
T41
If cell is orange check the students proof of equivalency
Please attach pictures of the frame and/or monocoque in the table below for review during the SES process. Please colour code all tubes 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 Technical Inspection.
Material Data Sheet
Material Spreadsheet Code Steel Aluminium 1 Aluminium 2 Carbon Other 1Material name Steel Aluminium Aluminium 2 ply Your Mat. 1Youngs Modulus, E 2.00E+11 7.00E+10 2.00E+00 0.00E+00 1.00E+00Yield strength, Pa 3.05E+08 1.00E+00 2.00E+00 0.00E+00 1.00E+00UTS, Pa 3.65E+08 1.00E+00 2.00E+00 0.00E+00 1.00E+00Yield strength, welded, Pa 1.80E+08 1.00E+00 2.00E+00 N/A 1.00E+00UTS welded, Pa 3.00E+08 1.00E+00 2.00E+00 N/A 1.00E+00UTS shear, Pa 2.19E+08 1.00E+00 2.00E+00 1.00E+00 1.00E+00
Steel properties based on SAE 1010 and are given in Rule B3.3.1 Note 1. Per rule B3.5 all steels are treated equally and are to use the above properties.
Tubing onlyComposite onlyTubes + composite
RoundSquare
F5
Derived from B3.28 Laminate Test Data
F6
Uses UTS value from below
F7
Derived from B3.28 Laminate Test Data
B10
Used for Impact Atennuator AI Plate Calcs Only
Other 2 Other 3 Other 4 Other 5 Other 6Your Mat. 2 Your Mat. 3 Your Mat. 4 Your Mat. 5 Your Mat. 6
Steel properties based on SAE 1010 and are given in Rule B3.3.1 Note 1. Per rule B3.5 all steels are treated equally and are to use the above properties.
Main Hoop Structural Equivalency - note, only steel may be used
Material Property Baseline Your TubeMaterial type Steel SteelTube shape Round RoundMaterial name /grade Steel SteelYoungs Modulus, E 2.00E+11 2.00E+11Yield strength, Pa 3.05E+08 3.05E+08UTS, Pa 3.65E+08 3.65E+08Yield strength, welded, Pa 1.80E+08 1.80E+08UTS welded, Pa 3.00E+08 3.00E+08
Tube OD, mm 25.4 25.4Wall, mm 2.4 2.4
Baseline Your TubeOD, m 0.0254 0.0254Wall, m 0.0024 0.0024I, m^4 1.15935E-08 1.15935E-08EI 2.32E+03 2.32E+03 100.0Area, mm^2 173.4 173.4 100.0Yield tensile strength, N 5.29E+04 5.29E+04 100.0UTS, N 6.33E+04 6.33E+04 100.0Yield tensile strength, N as welded 3.12E+04 3.12E+04 100.0UTS, N as welded 5.20E+04 5.20E+04 100.0Max load at mid span to give UTS for 1m long tube, N 1.33E+03 1.33E+03 100.0Max deflection at baseline load for 1m long tube, m 1.20E-02 1.20E-02 100.0Energy absorbed up to UTS, J 7.98E+00 7.98E+00 100.0
D14
Minimum = - 2mm for steel - 3mm for aluminium
Front Hoop Structural Equivalency
Material Property Baseline Your TubeMaterial type Steel SteelTube shape Round RoundMaterial name /grade Steel SteelYoungs Modulus, E 2.00E+11 2.00E+11Yield strength, Pa 3.05E+08 3.05E+08UTS, Pa 3.65E+08 3.65E+08Yield strength, welded, Pa 1.80E+08 1.80E+08UTS welded, Pa 3.00E+08 3.00E+08
Tube OD, mm 25.4 25.4Wall, mm 2.4 2.4
Baseline Your TubeOD, m 0.0254 0.0254Wall, m 0.0024 0.0024I, m^4 1.15935E-08 1.15935E-08EI 2.32E+03 2.32E+03 100.0Area, mm^2 173.4 173.4 100.0Yield tensile strength, N 5.29E+04 5.29E+04 100.0UTS, N 6.33E+04 6.33E+04 100.0Yield tensile strength, N as welded 3.12E+04 3.12E+04 100.0UTS, N as welded 5.20E+04 5.20E+04 100.0Max load at mid span to give UTS for 1m long tube, N 1.33E+03 1.33E+03 100.0Max deflection at baseline load for 1m long tube, m 1.20E-02 1.20E-02 100.0Energy absorbed up to UTS, J 7.98E+00 7.98E+00 100.0
D14
Minimum = - 2mm for steel - 3mm for aluminium
Main Hoop Bracing - Note: Only Steel may be used
Material Property Baseline Your TubeMaterial type Steel SteelTube shape Round RoundMaterial name /grade Steel SteelYoungs Modulus, E 2.00E+11 2.00E+11Yield strength, Pa 3.05E+08 3.05E+08UTS, Pa 3.65E+08 3.65E+08Yield strength, welded, Pa 1.80E+08 1.80E+08UTS welded, Pa 3.00E+08 3.00E+08
Tube OD, mm 25.4 25.4Wall, mm 1.6 1.6
Baseline Your TubeOD, m 0.0254 0.0254Wall, m 0.0016 0.0016I, m^4 8.51E-09 8.51E-09EI 1.70E+03 1.70E+03 100.0Area, mm^2 119.6 119.6 100.0Yield tensile strength, N 3.65E+04 3.65E+04 100.0UTS, N 4.37E+04 4.37E+04 100.0Yield tensile strength, N as welded 2.15E+04 2.15E+04 100.0UTS, N as welded 3.59E+04 3.59E+04 100.0Max load at mid span to give UTS for 1m long tube, N 9.78E+02 9.78E+02 100.0Max deflection at baseline load for 1m long tube, m 1.20E-02 1.20E-02 100.0Energy absorbed up to UTS, J 5.86E+00 5.86E+00 100.0
D14
Minimum = - 1.2 mm for steel - 3mm for aluminium
Main Hoop Bracing SupportsEnter construction type
Material Property Baseline Your TubeMaterial type Steel SteelTubing Type Round RoundMaterial name /grade Steel SteelYoungs Modulus, E 2.00E+11 2.00E+11Yield strength, Pa 3.05E+08 3.05E+08UTS, Pa 3.65E+08 3.65E+08Yield strength, welded, Pa 1.80E+08 1.80E+08UTS welded, Pa 3.00E+08 3.00E+08
Number of tubes 2 2Tube OD, mm 25.4 25.4Wall, mm 1.25 1.25
Thickness of panel, mmThickness of core, mmThickness of skins, mmPanel height,mm
OD, m 0.0254 0.0254Wall, m 0.00125 0.00125I, m^4 6.93E-09 6.93E-09EI 2.77E+03 2.77E+03Area, mm^2 189.7 189.7Yield tensile strength, N 5.79E+04 5.79E+04UTS, N 6.92E+04 6.92E+04Yield tensile strength, N as welded 3.41E+04 3.41E+04UTS, N as welded 5.69E+04 5.69E+04Max load at mid span to give UTS for 1m long tube, N 1.59E+03 1.59E+03Max deflection at baseline load for 1m long tube, m 1.20E-02 1.20E-02Energy absorbed up to UTS, J 9.54E+00 9.54E+00
Material Property Baseline Your TubeMaterial type Steel SteelTubing Type Round RoundMaterial name /grade Steel SteelYoungs Modulus, E 2.00E+11 2.00E+11Yield strength, Pa 3.05E+08 3.05E+08UTS, Pa 3.65E+08 3.65E+08Yield strength, welded, Pa 1.80E+08 1.80E+08UTS welded, Pa 3.00E+08 3.00E+08
Number of tubes 1 1Tube OD, mm 25.4 25.4Wall, mm 1.6 1.6
Thickness of panel, mmThickness of core, mmThickness of skins, mmPanel height,mm
OD, m 0.0254 0.0254Wall, m 0.0016 0.0016I, m^4 8.51E-09 8.51E-09EI 1.70E+03 1.70E+03Area, mm^2 119.6 119.6Yield tensile strength, N 3.65E+04 3.65E+04UTS, N 4.37E+04 4.37E+04Yield tensile strength, N as welded 2.15E+04 2.15E+04UTS, N as welded 3.59E+04 3.59E+04Max load at mid span to give UTS for 1m long tube, N 9.78E+02 9.78E+02Max deflection at baseline load for 1m long tube, m 1.20E-02 1.20E-02Energy absorbed up to UTS, J 5.86E+00 5.86E+00
Material Property Baseline Your TubeMaterial type Steel SteelTubing Type Round RoundMaterial name /grade Steel SteelYoungs Modulus, E 2.00E+11 2.00E+11Yield strength, Pa 3.05E+08 3.05E+08UTS, Pa 3.65E+08 3.65E+08Yield strength, welded, Pa 1.80E+08 1.80E+08UTS welded, Pa 3.00E+08 3.00E+08
Number of tubes 2 2Tube OD, mm 25.4 25.4Wall, mm 1.6 1.6
Thickness of panel, mmThickness of core, mmThickness of skins, mmPanel height,mm
OD, m 0.0254 0.0254Wall, m 0.0016 0.0016I, m^4 8.51E-09 8.51E-09EI 3.40E+03 3.40E+03Area, mm^2 239.3 239.3Yield tensile strength, N 7.30E+04 7.30E+04UTS, N 8.73E+04 8.73E+04Yield tensile strength, N as welded 4.31E+04 4.31E+04UTS, N as welded 7.18E+04 7.18E+04Max load at mid span to give UTS for 1m long tube, N 1.96E+03 1.96E+03Max deflection at baseline load for 1m long tube, m 1.20E-02 1.20E-02Energy absorbed up to UTS, J 1.17E+01 1.17E+01
Front Bulkhead Support StructureEnter construction type Tubing only
Material Property BaselineMaterial type Steel Steel SteelTubing Type Round Round RoundMaterial name /grade Steel Steel SteelYoungs Modulus, E 2.00E+11 2.00E+11 2.00E+11Yield strength, Pa 3.05E+08 3.05E+08 3.05E+08UTS, Pa 3.65E+08 3.65E+08 3.65E+08Yield strength, welded, Pa 1.80E+08 1.80E+08 1.80E+08UTS welded, Pa 3.00E+08 3.00E+08 3.00E+08
Number of tubes 3 3 0Tube OD, mm 25.4 25.4 25.4Wall, mm 1.25 1.25 1.25
Baseline design?Thickness of panel, mm YES N/AThickness of core, mmThickness of skins, mmPanel height,mm
OD, m 0.0254 0.0254 No tubesWall, m 0.00125 0.00125I, m^4 6.93E-09 6.93E-09EI 4.16E+03 4.16E+03Area, mm^2 284.5 284.5Yield tensile strength, N 8.68E+04 8.68E+04UTS, N 1.04E+05 1.04E+05Yield tensile strength, N as welded 5.12E+04 5.12E+04UTS, N as welded 8.54E+04 8.54E+04Max load at mid span to give UTS for 1m long tube, N 2.39E+03 2.39E+03Max deflection at baseline load for 1m long tube, m 1.20E-02 1.20E-02Energy absorbed up to UTS, J 1.43E+01 1.43E+01
1.37E+03 1.39E+03 9.00E+99If FEA is required for Composite structures then add this information below
Material Property Baseline Your PlateMaterial type Steel SteelMaterial name /grade Steel SteelYoungs Modulus, E 2.00E+11 2.00E+11Yield strength, Pa 3.05E+08 3.05E+08UTS, Pa 3.65E+08 3.65E+08Yield strength, welded, Pa 1.80E+08 1.80E+08UTS welded, Pa 3.00E+08 3.00E+08UTS shear, Pa 2.19E+08 2.19E+08
Thickness of panel, mm 1.5 1.5Panel height,mm 305 305
I, m^4 8.58E-11 8.58E-11EI 1.72E+01 1.72E+01 100.0Area, mm^2 457.5 457.5 100.0Yield tensile strength, N 1.40E+05 1.40E+05 100.0UTS, N 1.67E+05 1.67E+05 100.0Yield tensile strength, N as welded 8.24E+04 8.24E+04 100.0UTS, N as welded 1.37E+05 1.37E+05 100.0Perimeter shear strength for 25mm dia punch, N 2.58E+04 2.58E+04 100.0Max load at mid span to give UTS for 1m long tube, N 1.67E+02 1.67E+02 100.0Max deflection at baseline load for 1m long tube, m 2.03E-01 2.03E-01 100.0Energy absorbed up to UTS, J 1.69E+01 1.69E+01 100.0
PA
D4
Use "Aluminium 1" for baseline aluminium AI plate
C14
As per FSAE standard impact attenutor
Enter construction type Tubing only
Material Property BaselineMaterial type Steel Steel SteelTubing Type Round Round RoundMaterial name /grade Steel Steel SteelYoungs Modulus, E 2.00E+11 2.00E+11 2.00E+11Yield strength, Pa 3.05E+08 3.05E+08 3.05E+08UTS, Pa 3.65E+08 3.65E+08 3.65E+08Yield strength, welded, Pa 1.80E+08 1.80E+08 1.80E+08UTS welded, Pa 3.00E+08 3.00E+08 3.00E+08
Number of tubes 3 3 0Tube OD, mm 25.4 25.4 25.4Wall, mm 1.6 1.6 1.6
Baseline design?Thickness of panel, mm YES N/AThickness of core, mmThickness of skins, mmPanel height,mm
OD, m 0.0254 0.0254 No tubesWall, m 0.0016 0.0016I, m^4 8.51E-09 8.51E-09EI 5.11E+03 5.11E+03Area, mm^2 358.9 358.9Yield tensile strength, N 1.09E+05 1.09E+05UTS, N 1.31E+05 1.31E+05Yield tensile strength, N as welded 6.46E+04 6.46E+04UTS, N as welded 1.08E+05 1.08E+05Max load at mid span to give UTS for 1m long tube, N 2.93E+03 2.93E+03Max deflection at baseline load for 1m long tube, m 1.20E-02 1.20E-02Energy absorbed up to UTS, J 1.76E+01 1.76E+01
1.68E+03 1.70E+03 9.00E+99If FEA is required for Composite structures then add this information below
Enter values for minimum and maximum load/deflection in linear-elastic region0 0 Gradient (N/mm) 0 12760 0 (>= bending stiffness of one baseline side impact tube)
Enter value for force at panel failure or maximum tested force
0 (>= bending strength of two baseline side impact tubes)
4119Enter details of test setup, panel core and skin thicknesses below
l (mm) 400 Panel Support Spanh (mm) 200 Panel Height (should be 200mm, alternative sizes must be agreed in advance)b (mm) 22 Core Thickness (from B3.24/B3.31 Side Impact Structure tab)
1.5 Inner Skin Thickness (from B3.24/B3.31 Side Impact Structure tab)
1.5 Outer Skin Thickness (from B3.24/B3.31 Side Impact Structure tab)
82950 Second moment of areaE (GPa) 0.0 Skin modulus of elasticity, (this value is used in all CFRP monocoque calcs.)
0 UTS of skins, (this value is used in all CFRP monocoque SES calculations
2012 FSAETM SES - LAMINATE TEST RESULTS
x1 (mm) y1 (N)x2 (mm) y2 (N)
ymax (N)
t1 (mm)
t2 (mm)
I (mm4)
σUTS(MPa)
University Name Car No.(s) & Event(s)
Paste images of test setup here
Figure 3: Test setup - Steel tube(s)
Paste load deflection curve here
Figure 4: Load Deflection Curve - Steel Tube(s)
Enter values for minimum and maximum load/deflection in linear-elastic region0 0 Gradient (N/mm) 00 0
Enter details of tube(s) tested
l (mm) 400 Tube Support Span 1.74E+09
n 1 Number of Tubes 1.74E+0925.4 Tube Outer Diameter Rig Compliance (N/mm) 022.1 Tube Inner Diameter
2012 FSAETM SES - RIG COMPLIANCE TEST RESULTS (OPTIONAL)
x1 (mm) y1 (N)x2 (mm) y2 (N)
Theoretical EI (N.mm2)
Tested EI (N.mm2)Do (mm)Di (mm)
University Name Car No.(s) & Event(s)
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Figure 1: Test setup
Paste load deflection curve here
Figure 2: Load Deflection Curve
Enter value for force at failure or maximum tested force0 FAIL
Enter details of skin thickness
0.00
0.0 Shear strength of skin, used for attachment calcs where appropriate
2012 FSAETM SES - B3.30.3 PERIMETER SHEAR TEST RESULTS
ymax (N)
t (mm)
σshear (Mpa)
University Name Car No.(s) & Event(s)
Paste images of test setup here
Figure 1: Test setup
Paste load deflection curve here
Figure 2: Load Deflection Curve
Enter value for force at failure or maximum tested force0 FAIL
Enter details of skin thickness
0.00
0.0 Shear strength of skin, used for attachment calcs where appropriate
2012 FSAETM SES - B3.31.3 PERIMETER SHEAR TEST RESULTS
ymax (N)
t (mm)
σshear (Mpa)
Main Hoop Attachments
No. of attachment points per side 2 Note: A minimum of two attachment points per side are required
Attachment 1 FAIL Attachment 2 FAIL
Fastener dia., mm 0 FAIL Fastener dia., mm 0No. of fasteners 0 FAIL No. of fasteners 0
Bracket to hoop weld length, mm 0 FAIL Bracket to hoop weld length, mm 0Bracket thickness, mm 0 FAIL Bracket thickness, mm 0Bracket perimeter, mm 0 Bracket perimeter, mm 0Skin thickness, mm 0 Skin thickness, mm 0Skin shear strength, MPa 0 Skin shear strength, MPa 0Perimeter shear strength, kN 0 FAIL Perimeter shear strength, kN 0
Backing plate thickness, mm 0 FAIL Backing plate thickness, mm 0Backing plate perimeter, mm 0 Backing plate perimeter, mm 0Perimeter shear strength, kN 0 FAIL Perimeter shear strength, kN 0
Insert images of each attachment point proving the values used to prove equivalence below:
Note: A minimum of two attachment points per side are required
FAIL Attachment 3 N/A Attachment 4 N/A
FAIL Fastener dia., mm 0 FAIL Fastener dia., mm 0FAIL No. of fasteners 0 FAIL No. of fasteners 0
FAIL Bracket to hoop weld length, mm 0 FAIL Bracket to hoop weld length, mm 0FAIL Bracket thickness, mm 0 FAIL Bracket thickness, mm 0
Bracket perimeter, mm 0 Bracket perimeter, mm 0Skin thickness, mm 0 Skin thickness, mm 0Skin shear strength, MPa 0 Skin shear strength, MPa 0
Insert images of each attachment point proving the values used to prove equivalence below:
N/A
FAILFAIL
FAILFAIL
FAIL
FAIL
FAIL
Front Hoop Attachments
No. of attachment points per side 2 Note: A minimum of two attachment points per side are required for hoops that aren’t fully laminated into the chassisFront hoop material Steel Note: This affects the minimum bracket to hoop weld length to prove equivalence to a welded side impact tube to hoop jointSide Impact or Frt B'Head S'port SIS Is the hoop attached to the side impact structure or the front bulkhead support structure, this affects the skin shear strength used from test results
Attachment 1 FAIL Attachment 2 FAIL
Fastener dia., mm 0 FAIL Fastener dia., mm 0No. of fasteners 0 FAIL No. of fasteners 0
Bracket to hoop weld length, mm 0 FAIL Bracket to hoop weld length, mm 0Bracket thickness, mm 0 FAIL Bracket thickness, mm 0Bracket perimeter, mm 0 Bracket perimeter, mm 0Skin thickness, mm 0 Skin thickness, mm 0Skin shear strength, MPa 0 Skin shear strength, MPa 0Perimeter shear strength, kN 0 FAIL Perimeter shear strength, kN 0
Backing plate thickness, mm 0 FAIL Backing plate thickness, mm 0Backing plate perimeter, mm 0 Backing plate perimeter, mm 0Perimeter shear strength, kN 0 FAIL Perimeter shear strength, kN 0
Insert images of fully laminated hoop or each attachment point proving the values used to prove equivalence below:
Note: A minimum of two attachment points per side are required for hoops that aren’t fully laminated into the chassisNote: This affects the minimum bracket to hoop weld length to prove equivalence to a welded side impact tube to hoop jointIs the hoop attached to the side impact structure or the front bulkhead support structure, this affects the skin shear strength used from test results
FAIL Attachment 3 N/A Attachment 4 N/A
FAIL Fastener dia., mm 0 FAIL Fastener dia., mm 0FAIL No. of fasteners 0 FAIL No. of fasteners 0
FAIL Bracket to hoop weld length, mm 0 FAIL Bracket to hoop weld length, mm 0FAIL Bracket thickness, mm 0 FAIL Bracket thickness, mm 0
Bracket perimeter, mm 0 Bracket perimeter, mm 0Skin thickness, mm 0 Skin thickness, mm 0Skin shear strength, MPa 0 Skin shear strength, MPa 0
Insert images of fully laminated hoop or each attachment point proving the values used to prove equivalence below:
N/A
FAILFAIL
FAILFAIL
FAIL
FAIL
FAIL
Monocoque Hoop Bracing Attachments
Front Hoop Brace to Monocoque? NO Set to "NO" if the front hoop bracing is attached to tubes or is integral to the monocoqueFront Hoop Brace Material? Steel This affects the minimum bracket to hoop weld length to prove equivalence to a welded side impact tube to hoop jointMain Hoop Brace to Monocoque? NO Set to "NO" if the main hoop bracing is attached to tubesSide Impact or Frt B'Head S'port SIS Is the main hoop bracing attached to a laminate the same as the side impact structure or front bulkhead support?
Front Hoop Bracing Attachment N/A Main Hoop Bracing Attachment N/A
Fastener dia., mm 0.0 FAIL Fastener dia., mm 0.0No. of fasteners 0 FAIL No. of fasteners 0
Bracket to brace weld length, mm 0 FAIL Bracket to hoop weld length, mm 0Bracket thickness, mm 0 FAIL Bracket thickness, mm 0Bracket perimeter, mm 0 Bracket perimeter, mm 0Skin thickness, mm 0 Skin thickness, mm 0Skin shear strength, MPa 0 Skin shear strength, MPa 0Perimeter shear strength, kN 0 FAIL Perimeter shear strength, kN 0
Backing plate thickness, mm 0 FAIL Backing plate thickness, mm 0Backing plate perimeter, mm 0 Backing plate perimeter, mm 0Perimeter shear strength, kN 0 FAIL Perimeter shear strength, kN 0
Insert images of each attachment point proving the values used to prove equivalence below:
Set to "NO" if the front hoop bracing is attached to tubes or is integral to the monocoqueThis affects the minimum bracket to hoop weld length to prove equivalence to a welded side impact tube to hoop jointSet to "NO" if the main hoop bracing is attached to tubesIs the main hoop bracing attached to a laminate the same as the side impact structure or front bulkhead support?
N/A
FAILFAIL
FAILFAIL
FAIL
FAIL
FAIL
Insert images of each attachment point proving the values used to prove equivalence below:
University Name Car No.(s) & Event(s)
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Figure 1: Test setups
Paste load deflection curves here
Figure 2: Load Deflection Curves Shoulder harness attached to monocoque? NOPASS Lap-belt attached to monocoque? NO
Anti-submarine bolt attached to monocoque? NOCombined Lap & Anti-submarine belt? NO
Shoulder Harness AttachmentEnter value for force at failure or maximum tested force (>= 13000N)
0 N/A
Lap Belt AttachmentEnter value for force at failure or maximum tested force (>= 13000N)
0 N/A
Anti-submarine Belt AttachmentEnter value for force at failure or maximum tested force (>= 6500N)
0 N/A
Combined Lap Belt & Anti-submarine Belt Attachment
2012 FSAETM STRUCTURAL EQUIVALENCY SPREADSHEET - HARNESS ATTACHMENT TEST RESULTS
ymax (N)
ymax (N)
ymax (N)
Enter value for force at failure or maximum tested force (>= 19500N)0 N/Aymax (N)
Shoulder Harness Bar EquivalencyEnter construction type
Material Property Baseline Your TubeMaterial type Steel SteelTubing Type Round RoundMaterial name /grade Steel SteelYoungs Modulus, E 2.00E+11 2.00E+11Yield strength, Pa 3.05E+08 3.05E+08UTS, Pa 3.65E+08 3.65E+08Yield strength, welded, Pa 1.80E+08 1.80E+08UTS welded, Pa 3.00E+08 3.00E+08
Number of tubes 1 1Tube OD, mm 25.4 25.4Wall, mm 2.4 2.4
Thickness of panel, mmThickness of core, mmThickness of skins, mmPanel height,mm
OD, m 0.0254 0.0254Wall, m 0.0024 0.0024I, m^4 1.16E-08 1.16E-08EI 2.32E+03 2.32E+03Area, mm^2 173.4 173.4Yield tensile strength, N 5.29E+04 5.29E+04UTS, N 6.33E+04 6.33E+04Yield tensile strength, N as welded 3.12E+04 3.12E+04UTS, N as welded 5.20E+04 5.20E+04Max load at mid span to give UTS for 1m long tube, N 1.33E+03 1.33E+03Max deflection at baseline load for 1m long tube, m 1.20E-02 1.20E-02Energy absorbed up to UTS, J 7.98E+00 7.98E+00
If you have a monocoque chassis enter your proof of equivalency to 4 Grade 8.8 M8 fasteners in the cells below.
2012 FSAETM SES - MONOCOQUE IA ATTACHMENTS
Welded Tube Insert Equivalency - required for all mandated tubes per B3.3.1 with drilled holes > 4mm dia.If you have more than one type of insert please copy this tab
Material Property Your TubeMaterial type Steel SteelTube Shape Round N/AMaterial name /grade Steel SteelYoungs Modulus, E 2.00E+11 2.00E+11Yield strength, Pa 3.05E+08 3.05E+08UTS, Pa 3.65E+08 3.65E+08Yield strength, welded, Pa N/A 1.80E+08UTS welded, Pa N/A 3.00E+08
Tube OD, mm 25.4Wall, mm 2.4
Your TubeOD, m 0.0254Wall, m 0.0024I, m^4 1.15935E-08 0.00E+00EI 2.32E+03 0.00E+00 0.0Tube area, mm^2 173.4 0.0 NAInsert area, mm^2 NA 0.0 NAYield tensile strength, N 5.29E+04 0.00E+00 0.0UTS, N 6.33E+04 0.00E+00 0.0Max load at mid span to give UTS for 1m long tube, N 1.33E+03 0.00E+00 0.0Max deflection at baseline load for 1m long tube, m 1.20E-02 0.00E+00 999.0Energy absorbed up to UTS, J 7.98E+00 0.00E+00 0.0Note - the calculations above take account of the "as welded condition" strength reductionInsert calculations or CAD screenshot proving tube + insert area and second momentof area below. Use the "Additional Info" tab if more space is needed.
Your Tube + Insert
Your Tube + Insert
D19
About the weakest axis
Welded Tube Insert Equivalency - required for all mandated tubes per B3.3.1 with drilled holes > 4mm dia.
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.