engineering 100: bridge project group 6 (team bacardi) jon honari, kevin lam, otis chantharangsy,...

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Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao

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Page 1: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Engineering 100:Bridge Project

Engineering 100:Bridge Project

Group 6 (Team Bacardi)Jon Honari, Kevin Lam,

Otis Chantharangsy, Ivee Ilao

Group 6 (Team Bacardi)Jon Honari, Kevin Lam,

Otis Chantharangsy, Ivee Ilao

Page 2: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Presentation OutlinePresentation Outline

Design Ideas

Prototype Bridge Process Testing/

Results

Prototype Analysis Flaws Improvements

Design Ideas

Prototype Bridge Process Testing/

Results

Prototype Analysis Flaws Improvements

Final Bridge Design Testing/

results

Final Results Graph Analysis Failures

Conclusion

Final Bridge Design Testing/

results

Final Results Graph Analysis Failures

Conclusion

Page 3: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

DesignDesign

Arch Design Proved to be strongest

structure based on our research

Base Flat and straight

Supports Angle supports

Evenly distributed force

Arch Design Proved to be strongest

structure based on our research

Base Flat and straight

Supports Angle supports

Evenly distributed force

Page 4: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Prototype DesignPrototype Design

QuickTime™ and a decompressor

are needed to see this picture.

Page 5: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Prototype ProcessPrototype Process

Arch Supports Road Connections Structural

Reinforcements

Arch Supports Road Connections Structural

Reinforcements

Page 6: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Prototype ProcessPrototype Process

Page 7: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Prototype Testing/ResultsPrototype Testing/Results

Page 8: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Prototype AnalysisPrototype Analysis

Flaws Uneven weight

distribution Not supported where

bridge met jigUltimate reason for failure

Weak road Sloppy design Unnecessary weight

Flaws Uneven weight

distribution Not supported where

bridge met jigUltimate reason for failure

Weak road Sloppy design Unnecessary weight

Page 9: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Prototype FlawsPrototype Flaws

Red: Excess Weight Green: Lack of Support

Page 10: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Final DesignFinal Design

Excess weight was removed Top section was more

reinforced Used wood glue instead of

hot glue for the majority Made sure weight was

distributed evenly Reinforced the legs where

the bridge met the jig Added more supports

Excess weight was removed Top section was more

reinforced Used wood glue instead of

hot glue for the majority Made sure weight was

distributed evenly Reinforced the legs where

the bridge met the jig Added more supports

Page 11: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Prototype vs. Final DesignPrototype vs. Final Design

Final Bridge PrototypeFinal Bridge Prototype

Page 12: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Final Design (Completed)Final Design (Completed)

Page 13: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Final Testing/ResultsFinal Testing/Results

Page 14: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Final Design FailureFinal Design Failure

Important joints were overlooked and were not supported correctly

Page 15: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

Final AnalysisFinal Analysis

Overall, very good improvement

Bridge weighed 0.59 lbs Bridge held 531.89 lbs Performance = Successful With more supports in the

correct places we believe the bridge could hold much more weight

Overall, very good improvement

Bridge weighed 0.59 lbs Bridge held 531.89 lbs Performance = Successful With more supports in the

correct places we believe the bridge could hold much more weight

Page 16: Engineering 100: Bridge Project Group 6 (Team Bacardi) Jon Honari, Kevin Lam, Otis Chantharangsy, Ivee Ilao Group 6 (Team Bacardi) Jon Honari, Kevin Lam,

We conclude…We conclude…

Spending more time on the construction yielded better results

About 170% improvement High efficiency ratio Endures a high amount of pressure Lasts under consistent amount of low

pressure First Bridge: .56 pounds, held 296.00

lb Final Bridge: .59 pounds, held 531.89

lb

Spending more time on the construction yielded better results

About 170% improvement High efficiency ratio Endures a high amount of pressure Lasts under consistent amount of low

pressure First Bridge: .56 pounds, held 296.00

lb Final Bridge: .59 pounds, held 531.89

lb