1 / 48

Construction Portfolio

Construction Portfolio. Part III VRA Comparison of No Roof Edge vs Roof Edge No Roof Edge vs Parapet. Comparison. 4 ’ x 4’ comparison: Wind at 0° No roof edge vs. roof edge. ∆P analysis: 4x4 0° - nre vs. re on windward side. ∆P analysis: 4x4 0° - nre vs. re on leeward side.

allayna
Download Presentation

Construction Portfolio

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

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

More Related