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Construction Portfolio - PowerPoint PPT Presentation

allayna
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Construction Portfolio

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Presentation Transcript

  1. Construction Portfolio Part III VRA Comparison of No Roof Edge vs Roof Edge No Roof Edge vs Parapet

  2. Comparison

  3. 4’ x 4’ comparison: Wind at 0° No roof edge vs. roof edge

  4. ∆P analysis: 4x4 0° - nre vs. re on windward side

  5. ∆P analysis: 4x4 0° - nre vs. re on leeward side

  6. Pressure Ratio: 4x4 0° - nre vs. re on windward side

  7. Pressure Ratio: 4x4 0° - nre vs. re on leeward side

  8. 4’ x 4’ comparison: Wind at 45° No roof edge vs. roof edge

  9. ∆P analysis: 4x4 45° - nre vs. re on windward side

  10. ∆P analysis: 4x4 45° - nre vs. re on leeward side

  11. Pressure Ratio: 4x4 45° - nre vs. re on windward side

  12. Pressure Ratio: 4x4 45° - nre vs. re on leeward side

  13. 6’x6’ comparison: Wind at 0° No roof edge vs. roof edge

  14. ∆P analysis: 6x6 0° - nre vs. re on windward side

  15. ∆P analysis: 6x6 0° - nre vs. re on leeward side

  16. Pressure Ratio: 6x6 0° - nre vs. re on windward side

  17. Pressure Ratio: 6x6 0° - nre vs. re on leeward side

  18. 6’ x 6’ comparison: Wind at 0° No roof edge vs. parapet

  19. ∆P analysis: 6x6 0° - nre vs. para on windward side

  20. ∆P analysis: 6x6 0° - nre vs. para on leeward side

  21. Pressure Ratio: 6x6 0° - nre vs. para on windward side

  22. Pressure Ratio: 6x6 0° - nre vs. para on leeward side

  23. 6’ x 6’ comparison: Wind at 45° No roof edge vs. roof edge

  24. ∆P analysis: 6x6 45° - nre vs. re on windward side

  25. ∆P analysis: 6x6 45° - nre vs. re on leeward side

  26. Pressure Ratio: 6x6 45° - nre vs. re on windward side

  27. Pressure Ratio: 6x6 45° - nre vs. re on leeward side

  28. 6’ x 6’ comparison: Wind at 45° No roof edge vs. parapet

  29. ∆P analysis: 6x6 45° - nre vs. para on windward side

  30. ∆P analysis: 6x6 45° - nre vs. para on leeward side

  31. Pressure Ratio: 6x6 45° - nre vs. para on windward side

  32. Pressure Ratio: 6x6 45° - nre vs. para on leeward side

  33. 6’ x 6’ comparison: Wind at 90° No roof edge vs. roof edge

  34. ∆P analysis: 6x6 90° - nre vs. re on windward side

  35. ∆P analysis: 6x6 90° - nre vs. re on leeward side

  36. Pressure Ratio: 6x6 90° - nre vs. re on windward side

  37. Pressure Ratio: 6x6 90° - nre vs. re on leeward side

  38. 8’ x 8’ comparison: Wind at 0° No roof edge vs. roof edge

  39. ∆P analysis: 8x8 0° - nre vs. re on windward side

  40. ∆P analysis: 8x8 0° - nre vs. re on leeward side

  41. Pressure Ratio: 8x8 0° - nre vs. re on windward side

  42. Pressure Ratio: 8x8 0° - nre vs. re on leeward side

  43. 8’ x 8’ comparison: Wind at 0° No roof edge vs. para edge

  44. ∆P analysis: 8x8 0° - nre vs. para on windward side

  45. ∆P analysis: 8x8 0° - nre vs. para on leeward side

  46. Pressure Ratio: 8x8 0° - nre vs. para on windward side

  47. Pressure Ratio: 8x8 0° - nre vs. para on leeward side