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2013 FSAE Structural Equivalency Spreadsheet Guidance Notes
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 First release for 2013 rules
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.
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.
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 T3.11YES NO T3.12YES NO T3.13YES NO T3.13.6YES NO T3.14YES NO T3.19YES NO T3.20YES NO T3.25YES NO T5.4N/A N/A T3.37N/A N/A T3.32N/A N/A T3.33N/A N/A T3.34N/A N/A T3.37N/A N/A T3.35N/A N/A T3.36N/A N/A T3.37N/A N/A T3.38YES NO T3.21.6N/A N/A T3.41N/A N/A EV3.4.2YES NO EV3.4.4YES NO EV4.2.2
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 materialsP Monocoque Laminate Test data and picturesP Holes >4mm drilled in any regulated tubing require proof of equivalency, include area and moment of inertia
COMPLETE APPROPRIATE TABS TO PROVE EQUIVALENCY
TECHNICAL COMMITTEE DECISION/COMMENTS
Approved by Date
2013 FSAETM STRUCTURAL EQUIVALENCY SPREADSHEET (SES) V1.0 - 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.
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.
Baseline Material
Used
Alternative Material
Used
Design Description and/or Material Used
Main Roll Hoop TubingFront Roll Hoop TubingMain Roll Hoop Bracing TubingMain Hoop Bracing Support - Tube FramesFront Hoop Bracing - Tube FramesFront Bulkhead - Tube FramesFront Bulkhead Support - Tube FramesSide Impact Structure - Tube FramesShoulder Harness BarFront Hoop Bracing - MonocoquesFront Bulkhead - MonocoquesFront Bulkhead Support - MonocoquesSide Impact Structure - MonocoquesMain Hoop Bracing Support - MonocoquesMain Hoop Attachment - MonocoquesFront Hoop Attachment - MonocoquesHoop Bracing Attach. - MonocoquesImpact Attenuator Attachment - MonocoquesImpact Attenuator Anti-Intrusion PlateSafety Harness Attachment - MonocoquesAccumulator AttachmentAccumulator ProtectionTractive System Protection
Please see "Structural Equivalency Spreadsheet Guide" on the Read_Me tab of the SES Workbook
NOTE: THIS FORM AND THE APPROVED COPY OF THE SUBMISSION MUST BE PRESENTEDAT TECHNICAL INSPECTION AT EVERY FORMULA SAE EVENT ENTERED
Tube and Laminate Equivalency Tube 1 Tube 2 Tube 3 Composite
EI
Are
a
Yie
ld
UTS
Yie
ld a
s W
elde
d
UTS
as
Wel
ded
Tube
Mat
eria
l
Tube
type
Wal
l thi
ckne
ss
Tube
Mat
eria
l
Tube
type
Out
side
Dim
ensi
on
Wal
l thi
ckne
ss
Tube
Mat
eria
l
Tube
type
Out
side
Dim
ensi
on
Wal
l thi
ckne
ss
Mat
eria
l
Ski
n Ti
ckne
ss
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
NANA
NA 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 1.25
Max
Ben
ding
Loa
d at
UTS
Max
def
lect
ion
at
max
bas
elin
e lo
adE
nerg
y ab
sorb
ed
durin
g be
ndin
g
Out
side
D
imen
sion
Pan
el
Thic
knes
s
Composite
Pan
el H
eigh
t
University Name Car No.(s) & Event(s)
Images must include dimensions/labels indicating the following:Angle of main and front hoopsAngle of main hoop bracingDistance from top of main hoop to main hoop brace attachmentDistance from top of front hoop to front hoop brace attachmentOuter diameter and wall thickness of all tubesTeams entering cars with EV Powertrains must show the location of all HV components in these images
2013 FSAETM STRUCTURAL EQUIVALENCY SPREADSHEET - CHASSIS PICTURES
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 3.21E+10 1.00E+00Yield strength, Pa 3.05E+08 1.00E+00 2.00E+00 2.26E+08 1.00E+00UTS, Pa 3.65E+08 1.00E+00 2.00E+00 2.26E+08 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 T3.4.1 Note 1. Per rule T3.5 all steels are treated equally and are to use the above properties.Results from extra physical test required by T3.31.1 should be entered in the "Other x" materials column as required.
Tubing onlyComposite onlyTubes + composite
RoundSquare
Other 2 Other 3 Other 4 Other 5 Other 6Your Mat. 2 Your Mat. 3 Your Mat. 4 Your Mat. 5 Your Mat. 6
2.00E+00 3.00E+00 4.00E+00 5.00E+00 6.00E+002.00E+00 3.00E+00 4.00E+00 5.00E+00 6.00E+002.00E+00 3.00E+00 4.00E+00 5.00E+00 6.00E+002.00E+00 3.00E+00 4.00E+00 5.00E+00 6.00E+002.00E+00 3.00E+00 4.00E+00 5.00E+00 6.00E+002.00E+00 3.00E+00 4.00E+00 5.00E+00 6.00E+00
Steel properties based on SAE 1010 and are given in Rule T3.4.1 Note 1. Per rule T3.5 all steels are treated equally and are to use the above properties.Results from extra physical test required by T3.31.1 should be entered in the "Other x" materials column as required.
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
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
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
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
Tubing only
Your Composite Your TotalCarbon
NA2 ply
3.21E+102.26E+082.26E+08
N/AN/A
2218
2200
Tubing Only 6.93E-092.77E+03 100.0
189.7 100.05.79E+04 100.06.92E+04 100.03.41E+04 100.05.69E+04 100.01.59E+03 100.01.20E-02 100.09.54E+00 100.0
Front Hoop BracingEnter 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 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
Tubing only
Your Composite Your TotalCarbon
NA2 ply
3.21E+102.26E+082.26E+08
N/AN/A
2218
2200
Tubing Only 8.51E-091.70E+03 100.0
119.6 100.03.65E+04 100.04.37E+04 100.02.15E+04 100.03.59E+04 100.09.78E+02 100.01.20E-02 100.05.86E+00 100.0
Front BulkheadEnter 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 1.6 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
Tubing only
Your Composite Your Total Monocoque Bulkhead DimensionsCarbon
Bulkhead H
eight
NA Cutout H
eight
2 ply3.21E+102.26E+082.26E+08
N/A Cutout WidthN/A
Bulkhead Width
Bulkhead Width, mm 300Bulkhead Height, mm 350
Cutout Width, mm 24022 Cutout Height, mm 25018
260
Tubing Only 8.51E-093.40E+03 100.0
239.3 100.07.30E+04 100.08.73E+04 100.04.31E+04 100.07.18E+04 100.01.96E+03 100.01.20E-02 100.01.17E+01 100.0
BH FBHSb (m) 0.03 0.0015 3h (m) 0.002 0.0254
2.04838E-096.00E-05 2.00E-116.00E-05 2.00E-11 1 2 43.81E-05 2.05E-093.81E-05 2.05E-09
0.001 2.21E-080.021 5.80E-11
0.0347 1.01E-080.0347 1.01E-08 Bulkhead Front Bulkhead Support
Centroid (m) 0.02022.22E-082.01E-083.21E+10
A1 (m^2) I1 (m^4)A2 (m^2) I2 (m^4)A3 (m^2) I3 (m^4)A4 (m^2) I4 (m^4)
x1 (m) Ic1 (m^4)x2 (m) Ic2 (m^4)x3 (m) Ic3 (m^4)x4 (m) Ic4 (m^4)
Ic12 (m^4)Ic34 (m^4)
E34
Front Bulkhead Support
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
Your Tube type 1
Your Tube type 2
Tubing only
Your TotalSteel CarbonRound NASteel 2 ply
2.00E+11 3.21E+103.05E+08 2.26E+083.65E+08 2.26E+081.80E+08 N/A3.00E+08 N/A
025.41.25
YESN/A 25
221.5
300
No tubes
6.93E-09 Tubing Only 6.93E-094.16E+03 4.16E+03 100.0
284.5 284.5 100.08.68E+04 8.68E+04 100.01.04E+05 1.04E+05 100.05.12E+04 5.12E+04 100.08.54E+04 8.54E+04 100.02.39E+03 2.39E+03 100.01.20E-02 1.20E-02 100.01.43E+01 1.43E+01 100.0
9.00E+99
Your Tube type 3
Your Tubes Total
Your Composite
Impact Attenuator Anti-Intrusion Plate
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
Side Impact 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 1.6 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
Your Tube type 1
Your Tube type 2
Tubing only
Your TotalSteel CarbonRound NASteel 2 ply
2.00E+11 3.21E+103.05E+08 2.26E+083.65E+08 2.26E+081.80E+08 N/A3.00E+08 N/A
025.4
1.6YESN/A 25
221.5
300
No tubes
8.51E-09 Tubing Only 8.51E-095.11E+03 5.11E+03 100.0
358.9 358.9 100.01.09E+05 1.09E+05 100.01.31E+05 1.31E+05 100.06.46E+04 6.46E+04 100.01.08E+05 1.08E+05 100.02.93E+03 2.93E+03 100.01.20E-02 1.20E-02 100.01.76E+01 1.76E+01 100.0
9.00E+99
Your Tube type 3
Your Tubes Total
Your Composite
University Name Car No.(s) & Event(s)
Paste images of test setup here
Figure 1: Test setup - Laminate Panel
Paste load deflection curve here
Figure 2: Load Deflection Curve
Enter values for minimum and maximum load/deflection in linear-elastic region0 0 Gradient (N/mm) 2000 12765 10000 (>= bending stiffness of one baseline side impact tube)
Enter value for force at panel failure or maximum tested force15000 (>= bending strength of two baseline side impact tubes)4119
Enter details of test setup, panel core and skin thicknesses belowl (mm) 400 Panel Support Span
h (mm) 200 Panel Height (should be 200mm, alternative sizes must be agreed in advance)b (mm) 22 Core Thickness (from T3.25/T3.34 Side Impact Structure tab)
1.5 Inner Skin Thickness (from T3.25/T3.34 Side Impact Structure tab)1.5 Outer Skin Thickness (from T3.25/T3.34 Side Impact Structure tab)
82950 Second moment of areaE (GPa) 32.1 Skin modulus of elasticity
226 UTS of skins
2013 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) testedl (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
2013 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)
Paste images of test setup here
Figure 1: Test setup - Laminate Panel
Paste load deflection curve here
Figure 2: Load Deflection Curve
Enter values for minimum and maximum load/deflection in linear-elastic region0 0 Gradient (N/mm) 0 12760 0
Enter value for force at panel failure or maximum tested force0 (>= 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
1.5 Inner Skin Thickness1.5 Outer Skin Thickness
82950 Second moment of areaE (GPa) 0.0 Skin modulus of elasticity
0 UTS of skins
2013 FSAETM SES - DIFFERENT LAYUP 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) testedl (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
2013 FSAETM SES - DIFFERENT LAYUP 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)
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 thickness0.00
0.0 Shear strength of skin, used for attachment calcs where appropriate
2013 FSAETM SES - T3.33.3 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 thickness0.00
0.0 Shear strength of skin, used for attachment calcs where appropriate
2013 FSAETM SES - T3.34.3 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
FAIL Perimeter shear strength, kN 0 FAIL Perimeter shear strength, kN 0
FAIL Backing plate thickness, mm 0 FAIL Backing plate thickness, mm 0Backing plate perimeter, mm 0 Backing plate perimeter, mm 0
FAIL Perimeter shear strength, kN 0 FAIL Perimeter shear strength, kN 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
FAIL Perimeter shear strength, kN 0 FAIL Perimeter shear strength, kN 0
FAIL Backing plate thickness, mm 0 FAIL Backing plate thickness, mm 0Backing plate perimeter, mm 0 Backing plate perimeter, mm 0
FAIL Perimeter 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:
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)
Paste images of test setups here
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
2013 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
Tubing only
Your Composite Your TotalCarbonN/A2 ply
3.21E+102.26E+082.26E+08
N/AN/A
2220
1300
Tubing Only 1.16E-082.32E+03 100.0
173.4 100.05.29E+04 100.06.33E+04 100.03.12E+04 100.05.20E+04 100.01.33E+03 100.01.20E-02 100.07.98E+00 100.0
University Name Car No.(s) & Event(s)
If you have a monocoque chassis enter your proof of equivalency to 4 Grade 8.8 M8 fasteners in the cells below.
2013 FSAETM SES - MONOCOQUE IA ATTACHMENTS
University Name Car No.(s) & Event(s)
Please use this sheet to prove the mounting system for your accumulator complies with Rule EV3.4.2
Accumulator Mass (kg) 0Horizontal Force (N) 0Vertical Force (N) 0
2013 FSAETM STRUCTURAL EQUIVALENCY SPREADSHEET - ACCUMULATOR ATTACHMENT
Accumulator ProtectionEnter 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
Your Tube type 1
Your Tube type 2
Tubing only
Your TotalSteel CarbonRound NASteel 2 ply
2.00E+11 3.21E+103.05E+08 2.26E+083.65E+08 2.26E+081.80E+08 N/A3.00E+08 N/A
025.4
1.6YESN/A 25
221.5
300
No tubes
8.51E-09 Tubing Only 8.51E-095.11E+03 5.11E+03 100.0
358.9 358.9 100.01.09E+05 1.09E+05 100.01.31E+05 1.31E+05 100.06.46E+04 6.46E+04 100.01.08E+05 1.08E+05 100.02.93E+03 2.93E+03 100.01.20E-02 1.20E-02 100.01.76E+01 1.76E+01 100.0
9.00E+99
Your Tube type 3
Your Tubes Total
Your Composite
Tractive System ProtectionEnter 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
Your Tube type 1
Your Tube type 2
Tubing only
Your TotalSteel CarbonRound NASteel 2 ply
2.00E+11 3.21E+103.05E+08 2.26E+083.65E+08 2.26E+081.80E+08 N/A3.00E+08 N/A
025.41.25
YESN/A 25
221.5
300
No tubes
6.93E-09 Tubing Only 6.93E-094.16E+03 4.16E+03 100.0
284.5 284.5 100.08.68E+04 8.68E+04 100.01.04E+05 1.04E+05 100.05.12E+04 5.12E+04 100.08.54E+04 8.54E+04 100.02.39E+03 2.39E+03 100.01.20E-02 1.20E-02 100.01.43E+01 1.43E+01 100.0
9.00E+99
Your Tube type 3
Your Tubes Total
Your Composite
Welded Tube Insert Equivalency - required for all mandated tubes per T3.4 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
Welded Tube Insert Equivalency - required for all mandated tubes per T3.4 with drilled holes > 4mm dia.
University Name Car No.(s) & Event(s)
2013 FSAETM STRUCTURAL EQUIVALENCY SPREADSHEET - CONTINUATION TAB
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.