Structural Engineering: The Science Behind Boom Construction

 
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Objectives
Background
Materials
Procedure
Rules of the Competition
Report/Presentation
Closing
 
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What is a boom?
How and why do materials fail?
Stress and strain
Design light-weight boom to hold significant load
Understand factors engineers consider when designing a
boom
Construct and test boom
 
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Lifts and moves heavy objects
Objects usually much heavier than the boom
 
Examples:
Construction cranes
Computer monitor arms
Cantilever bridges
Rotating bridges
 
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Corrosion
Thermal cycling
Thermal shock
Breakage under load
Instant fracture
Delayed response (fatigue)
 
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Exposure to caustic chemical for extended periods
Acids
Water (rust)
Substances and material react
Material weakened by being “eaten away”
Examples:
Iron rusting (exposing iron to water)
Wind blowing sand on rocks, bridges, etc.
 
Salt
Air (oxidation)
 
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Material’s temperature changes continuously over time
Material cracks or shatters due to stresses created by
expansion/contraction
Example:
Elastic in clothes cracks once removed from clothes dryer
 
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Material undergoes extreme temperature changes in a short
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Mixed temperatures throughout material cause compression
and expansion, resulting in cracks
Example:
Hot glass bottle placed into ice cold water, bottle would explode
and shatter
 
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Maximum load supported by material is exceeded
Material cracks/crumbles (i.e. thermal shock)
Over usage
Too many load cycles
 
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Stress: measure of internal force that keeps material together
Resists from change of body
Strain: measure of deformation (elongation/compression) of
material
Change from original dimension
Examples:
Stretching of rope while pulling
Car tire under load
 
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Key points/regions
UTS 
(Ultimate Tensile Strength)
Fracture Stress
Elastic Region {E}
Plastic Region {P}
 
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Strain will disappear when
stress is removed
Stress and strain vary linearly,
obeying Hooke’s Law (
σ
 
 
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Stiffness of material found by
Young’s Modulus of Elasticity:
 
E = 
σ
/
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   (slope of elastic region)
 
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Strain will NOT disappear when
stress is removed
Permanent deformation
Range of plasticity:
Ductile materials deform
considerably before fracture
Brittle materials do not deform
much and failure occurs
suddenly
 
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The Plastic Pen Cap and Nervous Student
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2 thin dowels (0.8 cm dia. x 122 cm)
2 thick dowels (1.1 cm dia. x 122 cm)
6 x 30.5 cm bamboo skewers
3D-printed dowel connectors
Cellophane tape
Kevlar string
 
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TA 
initials and dates
 sketches of design before
materials are distributed
Materials may be cut and arranged in any way
Boom must extend a horizontal distance of at least
1.5 m after mounting
Construction must be completed in time allotted
No more than 2 minutes to anchor boom
Weight will be added until boom deflects 0.2 m
 
Design
Specifications
 
Disqualifications
 
Declaration of
winners
 
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Design is less than 1.5 m horizontally when
mounted
Exceeds 2 minute max time for anchoring boom
Boom must only touch anchor
 (10.2 cm dia. pipe)
 
Design
Specifications
 
Disqualifications
 
Declaration of
winners
 
Design
Specifications
 
Disqualifications
 
Declaration of
winners
 
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Design with highest 
adjusted ratio
 wins competition
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Boom Design
 
Test
 
Post-Test
 
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Observe provided materials
Brainstorm design strategy with team members
Note design decisions and necessary design changes
Sketch proposed design
Have TA initial sketch and notes
Build boom according to sketch
 
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Boom Design
 
Test
 
Post-Test
 
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TA will create a spreadsheet to record competition results
Weigh boom and announce value to TA
When instructed, fasten boom to anchor
Announce when “DONE!”, to record time
TA measures length from tip of anchor to weight mounting point on
boom
Must meet 1.5 m requirement
Add weights until boom deflects 0.2 m vertically, or fails
 
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Boom Design
 
Test
 
Post-Test
 
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TA announces winner of competition
Team with largest adjusted ratio wins
Copies of spreadsheet available to all teams on
eg.poly.edu
TA initials and scans original data
 
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Title page
Discussion topics in the manual
Include class results and photo of boom
 
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Team presentation
State rules of competition
Describe your design and its concepts
Include table of class results, sketches, photo of boom
How could your current design be improved?
 
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Think safety!  Be careful not to poke classmates with the dowels
Have all original data signed by TA
Submit all work electronically
Clean up workstations
Return all unused materials to TA
 
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QUESTIONS?
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Exploring the principles of boom construction, this content covers the objectives, types of failures, and structural considerations. From defining a boom to examining common failure modes such as corrosion and stress, this detailed guide provides insights into designing and testing structural booms for heavy objects.

  • Structural Engineering
  • Boom Construction
  • Failure Modes
  • Material Science
  • Design Considerations

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  1. Boom Construction

  2. Overview Objectives Background Materials Procedure Rules of the Competition Report/Presentation Closing

  3. Objectives What is a boom? How and why do materials fail? Stress and strain Design light-weight boom to hold significant load Understand factors engineers consider when designing a boom Construct and test boom

  4. Boom Lifts and moves heavy objects Objects usually much heavier than the boom Examples: Construction cranes Computer monitor arms Cantilever bridges Rotating bridges

  5. Common Structural Modes of Failure Corrosion Thermal cycling Thermal shock Breakage under load Instant fracture Delayed response (fatigue)

  6. Corrosion Exposure to caustic chemical for extended periods Acids Salt Water (rust) Air (oxidation) Substances and material react Material weakened by being eaten away Examples: Iron rusting (exposing iron to water) Wind blowing sand on rocks, bridges, etc.

  7. Thermal Cycling Material s temperature changes continuously over time Material cracks or shatters due to stresses created by expansion/contraction Example: Elastic in clothes cracks once removed from clothes dryer

  8. Thermal Shock Material undergoes extreme temperature changes in a short time period Mixed temperatures throughout material cause compression and expansion, resulting in cracks Example: Hot glass bottle placed into ice cold water, bottle would explode and shatter

  9. Breakage Under Load Maximum load supported by material is exceeded Material cracks/crumbles (i.e. thermal shock) Over usage Too many load cycles

  10. Stress and Strain Stress: measure of internal force that keeps material together Resists from change of body Strain: measure of deformation (elongation/compression) of material Change from original dimension Examples: Stretching of rope while pulling Car tire under load

  11. Stress-Strain Figure Fixed Support Stress ( ) = ? Cross-sectional area of bar ? Lo Strain ( ) = ?? ?0 DL Load F F = applied force DL = change in length A = cross-sectional area Lo = original length

  12. Stress-Strain Graph UTS Key points/regions UTS (Ultimate Tensile Strength) {P} Fracture Stress {E} Stress ( ) [Pa] Elastic Region {E} Plastic Region {P} Fracture Stress Strain ( ) [mm/mm]

  13. Stress-Strain Graph UTS UTS - greatest amount of stress material will {P} withstand without failing {E} Stress ( ) [Pa] Plastic instability occurs when past UTS UTS = ???? Fracture Stress ?0 Pmax = applied force Ao = cross-sectional area Strain ( ) [mm/mm]

  14. Stress-Strain Graph UTS Fracture Stress - stress at which the material {P} completely fails {E} Stress ( ) [Pa] ?? ?0 Fracture Stress = Pf = applied force Ao= cross-sectional area Fracture Stress Strain ( ) [mm/mm]

  15. Stress-Strain Graph Strain will disappear when UTS stress is removed {P} Stress and strain vary linearly, obeying Hooke s Law ( ) {E} Stress ( ) [Pa] Stiffness of material found by Young s Modulus of Elasticity: Fracture Stress E = / (slope of elastic region) Strain ( ) [mm/mm]

  16. Stress-Strain Graph Strain will NOT disappear when stress is removed UTS {P} Permanent deformation Range of plasticity: {E} Stress ( ) [Pa] Ductile materials deform considerably before fracture Fracture Stress Brittle materials do not deform much and failure occurs suddenly Strain ( ) [mm/mm]

  17. Stress-Strain Example The Plastic Pen Cap and Nervous Student 1. Elastic Region - Student applies force, bending tip of pen cap 1 back. When force is removed, tip of cap returns to original position. 2 2. Plastic Region - Student twists and bends tip of cap. When force is removed, the tip of cap stays mangled. 3. UTS - Student bends cap some more. Cap still in one piece, but 3 certain areas are very weak and on the verge of breaking. 4. Fracture Stress - Student bends cap one more time. The cap 4 finally breaks into two pieces.

  18. Materials for Lab 2 thin dowels (0.8 cm dia. x 122 cm) 2 thick dowels (1.1 cm dia. x 122 cm) 6 x 30.5 cm bamboo skewers 3D-printed dowel connectors Cellophane tape Kevlar string

  19. Setup for Testing

  20. Competition Ratio Unadjusted Ratio: Adjusted Ratio:

  21. Competition Rules Design Specifications TA initials and dates sketches of design before Design materials are distributed Specifications Materials may be cut and arranged in any way Boom must extend a horizontal distance of at least Disqualifications 1.5 m after mounting Construction must be completed in time allotted Declaration of No more than 2 minutes to anchor boom winners Weight will be added until boom deflects 0.2 m

  22. Competition Rules Disqualifications Design Design is less than 1.5 m horizontally when Specifications mounted Disqualifications Exceeds 2 minute max time for anchoring boom Boom must only touch anchor Declaration of (10.2 cm dia. pipe) winners

  23. Competition Rules Declaration of Winners Design Design with highest adjusted ratio wins competition Specifications Decision of TAs are FINAL Disqualifications Declaration of winners

  24. Competition Boom Design Observe provided materials Boom Design Brainstorm design strategy with team members Test Note design decisions and necessary design changes Sketch proposed design Post-Test Have TA initial sketch and notes Build boom according to sketch

  25. Competition Test TA will create a spreadsheet to record competition results Boom Design Weigh boom and announce value to TA When instructed, fasten boom to anchor Test Announce when DONE! , to record time TA measures length from tip of anchor to weight mounting point on Post-Test boom Must meet 1.5 m requirement Add weights until boom deflects 0.2 m vertically, or fails

  26. Competition Post-Test TA announces winner of competition Boom Design Team with largest adjusted ratio wins Test Copies of spreadsheet available to all teams on eg.poly.edu Post-Test TA initials and scans original data

  27. Assignment: Report Optional BONUS Individual lab report Title page Discussion topics in the manual Include class results and photo of boom

  28. Assignment: Presentation Team presentation State rules of competition Describe your design and its concepts Include table of class results, sketches, photo of boom How could your current design be improved?

  29. Closing Think safety! Be careful not to poke classmates with the dowels Have all original data signed by TA Submit all work electronically Clean up workstations Return all unused materials to TA

  30. Boom Construction Competition QUESTIONS?

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