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Lab 10: Boom Construction
Competition
EG1003 Section F1
Date of Experiment: November 12th, 2014
Date Due: November 16th, 2014
D’Asia Fleming, Tia Moore, Tyler Simon
Overview
• Experimental Objective
• Introduction
• Background Information
• Materials
• Procedure
• Data/Observation
• Results
• Conclusion
Experimental Objective
• Design and construct boom
• Enter boom in competition against other booms
• Learn how booms are used and factors
considers while designing
• Create a boom that extends 1.5 meters from the
edge of the anchor
Introduction
• Booms lift and move heavy loads
– Loads even heavier than the actual boom
• Some examples of booms
– Cantilever Boom
– Rotating Boom
– Telescoping Forklift Boom
– Architecture Boom
Figure 1: Queensboro
Bridge (double cantilever)
Background Information
• When constructing a boom engineers must be
aware of stress and strain
• Stress is the external force acting upon an object
• Strain is the measure of deformation cause by
stress
Background Information
• There are three types of stresses:
Materials
• 2 Thick Dowels (7/16 in. x 48 in.)
• 2 Thin Dowels (5/16 in. x 48 in.)
• 6 Bamboo Skewers (12 in.)
• Cellophane Tape
• Kevlar String
Procedure
• Sketch design of boom
• Collect materials
• Carved 2 wholes into 1 thick dowel
• Cut 2 thin dowels in half
• Tape the 2 thin dowels together
• Connect Kevlar string to the thick dowel
• Ask TA weigh boom
• Calculate boom weight and design ratio
Procedure
Figure 2: Carving out hole in the thick dowel
Figure 3: Finished hole in thick dowel
Procedure
Figure 4: Formula used to calculate the weight ratio
Figure 5: Formula used to find the design ratio
Data/Observation
Boom Construction Competition
Section Date
F1 11/12/2014
Boom Wt. Boom Length Anchor Time Wt. Held
Meriam, Michaela, Ashley
245.00 g 1.50 m 31.00 s 222.00 g
Unweighted
Ratio:
0.91
Weighted
Ratio:
0.89 Rank: 2
Lucindia, Giselle, Anisa
252.00 g 1.50 m 120.00 s 357.00 g
Unweighted
Ratio:
1.42
Weighted
Ratio:
0.57 Rank: 4
Ciarra, Alexia, Leane
241.00 g 1.50 m 70.00 s 332.00 g
Unweighted
Ratio:
1.38
Weighted
Ratio:
0.83 Rank: 3
Tia, D'Asia, Tyler
273.00 g 1.45 m 120.00 s 0.00 g
Unweighted
Ratio:
0.00
Weighted
Ratio:
0.00 Rank: 5
Delisa, Veronica, Ayshia
215.00 g 1.53 m 10.00 s 212.00 g
Unweighted
Ratio:
0.99
Weighted
Ratio:
1.51 Rank: 1
Anna, Tahamina, Brianna
222.00 g 0.00 m 0.00 s 0.00 g
Unweighted
Ratio:
0.00
Weighted
Ratio:
0.00 Rank: 5
Results
• Our boom was tied in 5th
place.
– Weight of boom: 273.000g
– Anchor time 120 sec.
– Length 1.45 m
Figure 6: Final boom design
Conclusion
• Boom came in 5th place
• Future improvements include:
- Build a stronger boom
- Test trial the design before entering it into
the competition
- Plan out time
Lab 10: Boom Construction
Competition
EG1003 Section F1
Date of Experiment: November 12th, 2014
Date Due: November 16th, 2014
D’Asia Fleming, Tia Moore, Tyler Simon

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TDT Reunited Lab 10 Prestation Updated

  • 1. Lab 10: Boom Construction Competition EG1003 Section F1 Date of Experiment: November 12th, 2014 Date Due: November 16th, 2014 D’Asia Fleming, Tia Moore, Tyler Simon
  • 2. Overview • Experimental Objective • Introduction • Background Information • Materials • Procedure • Data/Observation • Results • Conclusion
  • 3. Experimental Objective • Design and construct boom • Enter boom in competition against other booms • Learn how booms are used and factors considers while designing • Create a boom that extends 1.5 meters from the edge of the anchor
  • 4. Introduction • Booms lift and move heavy loads – Loads even heavier than the actual boom • Some examples of booms – Cantilever Boom – Rotating Boom – Telescoping Forklift Boom – Architecture Boom Figure 1: Queensboro Bridge (double cantilever)
  • 5. Background Information • When constructing a boom engineers must be aware of stress and strain • Stress is the external force acting upon an object • Strain is the measure of deformation cause by stress
  • 6. Background Information • There are three types of stresses:
  • 7. Materials • 2 Thick Dowels (7/16 in. x 48 in.) • 2 Thin Dowels (5/16 in. x 48 in.) • 6 Bamboo Skewers (12 in.) • Cellophane Tape • Kevlar String
  • 8. Procedure • Sketch design of boom • Collect materials • Carved 2 wholes into 1 thick dowel • Cut 2 thin dowels in half • Tape the 2 thin dowels together • Connect Kevlar string to the thick dowel • Ask TA weigh boom • Calculate boom weight and design ratio
  • 9. Procedure Figure 2: Carving out hole in the thick dowel Figure 3: Finished hole in thick dowel
  • 10. Procedure Figure 4: Formula used to calculate the weight ratio Figure 5: Formula used to find the design ratio
  • 11. Data/Observation Boom Construction Competition Section Date F1 11/12/2014 Boom Wt. Boom Length Anchor Time Wt. Held Meriam, Michaela, Ashley 245.00 g 1.50 m 31.00 s 222.00 g Unweighted Ratio: 0.91 Weighted Ratio: 0.89 Rank: 2 Lucindia, Giselle, Anisa 252.00 g 1.50 m 120.00 s 357.00 g Unweighted Ratio: 1.42 Weighted Ratio: 0.57 Rank: 4 Ciarra, Alexia, Leane 241.00 g 1.50 m 70.00 s 332.00 g Unweighted Ratio: 1.38 Weighted Ratio: 0.83 Rank: 3 Tia, D'Asia, Tyler 273.00 g 1.45 m 120.00 s 0.00 g Unweighted Ratio: 0.00 Weighted Ratio: 0.00 Rank: 5 Delisa, Veronica, Ayshia 215.00 g 1.53 m 10.00 s 212.00 g Unweighted Ratio: 0.99 Weighted Ratio: 1.51 Rank: 1 Anna, Tahamina, Brianna 222.00 g 0.00 m 0.00 s 0.00 g Unweighted Ratio: 0.00 Weighted Ratio: 0.00 Rank: 5
  • 12. Results • Our boom was tied in 5th place. – Weight of boom: 273.000g – Anchor time 120 sec. – Length 1.45 m Figure 6: Final boom design
  • 13. Conclusion • Boom came in 5th place • Future improvements include: - Build a stronger boom - Test trial the design before entering it into the competition - Plan out time
  • 14. Lab 10: Boom Construction Competition EG1003 Section F1 Date of Experiment: November 12th, 2014 Date Due: November 16th, 2014 D’Asia Fleming, Tia Moore, Tyler Simon