group 6 casey ligrano hampton brown nicholas johnson xuan nguyen

22

Upload: rosina

Post on 22-Feb-2016

35 views

Category:

Documents


0 download

DESCRIPTION

Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen. Presentation Outline. Introduction Prototype Design Design Process Reasoning for A-frame design Prototype bridge discussion Final Design Design presentation with changes made Results of bridge improvements - PowerPoint PPT Presentation

TRANSCRIPT

Page 1: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen
Page 2: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Group 6Casey Ligrano

Hampton BrownNicholas Johnson

Xuan Nguyen

Page 3: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Presentation Outline• Introduction• Prototype Design

• Design Process• Reasoning for A-frame design• Prototype bridge discussion

• Final Design• Design presentation with changes made• Results of bridge improvements• Recommendations for the future

• Conclusion

Page 4: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Introduction

• Project Restrictions• Design a bridge solely out of tongue depressors

and fishing line• Must span a 16” gap and be 2.5” to 3.5” wide• Use no more than 125 depressors and 60 ft of

fishing line– The bridge must be as efficient as possible

Page 5: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Design Process

• Three original choices: Suspension, Arch, A-Frame– Suspension: Makes use of fish line anchors

• Can’t anchor them far enough away from bridge– Arch: Strong design, but hard to build– A-Frame: Strong like arch, easy to build

Page 6: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

A-Frame Reasoning

• Easy to build• Less likely to be built wrong (keystone)• Very efficient in holding center weight• Makes good use of materials• Able to make solid walls

Page 7: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Prototype Bridge

Page 8: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Construction Difficulties

• Lack of time to work caused:– Poorly placed cross-braces– Warping in walls due to glue not drying

• No pre-drawn design– Time was not managed well– Cross-bracing not predetermined

Page 9: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen
Page 10: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Prototype Performance

• Weight: 0.638 lbs• Held: 478 lbs• Efficiency: 749.2• Break Points

– Top of bridge– Cross-brace cuts

Page 11: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen
Page 12: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Changes Made for Final Bridge

• Go from 4 depressor tall walls to 3 tall– 4 depressors weren’t adding additional

support– Using 3 depressors cut weight significantly

• Cross-bracing changed– Went from slots cut into walls to slots cut into

cross-braces– Hoped to decrease stress on bridge walls

Page 13: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

• Top of bridge heavily reinforced– Top was the part that gave out first– Reinforcement of top would add to the weight

holding ability of the overall bridge

Page 14: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Final Bridge

Page 15: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen
Page 16: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Results of Bridge Improvements

• Weight: 0.531 lbs• Held: 622 lbs• Efficiency: 1171.4• Break Points

– Cross-bracing– Walls (warped under weight)

Page 17: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen
Page 18: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Bridge Discussion

• New design improvements over prototype– Top of bridge held completely– Shorter walls did not break

• Prototype points that were stronger– Cutting into the cross-braces made them next

to useless

Page 19: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen
Page 20: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Future Recommendations

• A-Frame bridge is a good design• Possibly use a 50-50 ratio of cuts into side

walls to cuts into cross-braces• More reinforcement of cross-bracing

Page 21: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen

Conclusion• Project Restrictions

• Design a bridge solely out of tongue depressors and fishing line

• Must span a 16” gap and be 2.5” to 3.5” wide• Use no more than 125 depressors and 60 ft of

fishing line– The bridge must be as efficient as possible

• Prototype-weight, held, efficiency: 0.638lbs, 478lbs 749.2

• Final-weight, held, efficiency: 0.531 lbs, 622 lbs, 1171.4

• Differences-weight, held, efficiency: -0.107 lbs, +144 lbs, +422.2

Page 22: Group 6 Casey Ligrano Hampton Brown Nicholas Johnson Xuan Nguyen