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Alternative Energy: A Closer look at Hybrid Energy Systems using wind and solar sources. EGR466: Winter 2008   Keon Atkins  Jacob Henderson  Shanda Stanley  Faculty Advisor:  Dr. Quamrul Mazumder
Overview ,[object Object],[object Object],[object Object]
Introduction ,[object Object],[object Object]
Background ,[object Object],[object Object],[object Object]
Background (cont.) ,[object Object],[object Object],[object Object]
Objective  ,[object Object],[object Object],[object Object]
Project Description ,[object Object],[object Object]
Current Work ,[object Object],[object Object]
Project Schedule
Cost
Component Drawings
Assembly Drawings
Analysis (Hand Calculations) M  = (200 lbf)(3 ft) = 600 ft – lb  R  = - F = - (-200 lbf) V  = 200 lbf I  = 1/12 bh3  = 1/12 *(36*363) - 1/12 *(33*333) = 41141.25 in3 σ  = Mc/I    = (600 ft – lb)(12in)(18 in)/ 41141.25 in3 = 3.15 psi τ   =  VQ/IB = 200 lbf (36*36)(17.25) / (1.5*41141.25 ) = 72.45  psi σ1, σ2  = (σ x  + σ y  / 2) ± √(σ x  - σ y  / 2) + τ xy = 1.575 ± 72.47 = 74.04 , -70.89  psi σ’ = √ σ x 2 - σ x σ y  + σ y 2 + 3τ xy 2 = 162.937 psi
Analysis (FEA)
Analysis (FEA)
Results ,[object Object],[object Object],[object Object],[object Object]
Summary and Conclusion ,[object Object]
Future Improvements ,[object Object],[object Object],[object Object],[object Object]
Sources ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
 
 
Questions ?
Thank  You for Your Time and Attention !!!!

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Alternative energy

  • 1. Alternative Energy: A Closer look at Hybrid Energy Systems using wind and solar sources. EGR466: Winter 2008 Keon Atkins Jacob Henderson Shanda Stanley Faculty Advisor: Dr. Quamrul Mazumder
  • 2.
  • 3.
  • 4.
  • 5.
  • 6.
  • 7.
  • 8.
  • 10. Cost
  • 13. Analysis (Hand Calculations) M = (200 lbf)(3 ft) = 600 ft – lb R = - F = - (-200 lbf) V = 200 lbf I = 1/12 bh3 = 1/12 *(36*363) - 1/12 *(33*333) = 41141.25 in3 σ = Mc/I = (600 ft – lb)(12in)(18 in)/ 41141.25 in3 = 3.15 psi τ = VQ/IB = 200 lbf (36*36)(17.25) / (1.5*41141.25 ) = 72.45 psi σ1, σ2 = (σ x + σ y / 2) ± √(σ x - σ y / 2) + τ xy = 1.575 ± 72.47 = 74.04 , -70.89 psi σ’ = √ σ x 2 - σ x σ y + σ y 2 + 3τ xy 2 = 162.937 psi
  • 16.
  • 17.
  • 18.
  • 19.
  • 20.  
  • 21.  
  • 23. Thank You for Your Time and Attention !!!!