Wind Design Considerations for Steel Joists and Joist Girders - SEAoT

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Wind Loads: Net Uplift Zone Diagram8'24 psf80'15 psf11 psf96 plf8'120'60 plf1460 lbs 1228 lbsSEAoT State Conference November 6-8, 2008 Houston TX SEAoT - 34
Page 2 and 3: Introduction‣ Commercial manufact
Page 4 and 5: Windstorm Damage to Roof in Texas05
Page 6 and 7: Hurricane Charley Category 4 StormA
Page 8 and 9: Population Trends in Hurricane-Pron
Page 10: Roof Design to Resist Uplift Loads
Page 15 and 16: 2005 SJI Standard Specification for
Page 17 and 18: 2005 SJI Code of Standard Practice1
Page 20 and 21: 2005 SJI Code of Standard Practice6
Page 23 and 24: 2006 International Building Code•
Page 25 and 26: Standards and Codes• 2005 SJI Sta
Page 27 and 28: ASCE 7-05 Basic Wind Speed MapSEAoT
Page 29 and 30: ASCE 7-05 Specified Wind LoadsSEAoT
Page 31 and 32: ASCE 7-05 Specified Wind LoadsWhat
Page 33: ASCE 7-05 Specified Wind Loads• M
Page 37 and 38: Properly Applying Wind Loads toStee
Page 39: Properly Applying Wind Loads toStee
Page 42 and 43: Wind Design Considerations forSteel
Page 44 and 45: Properly Applying Lateral Loads toS
Page 46 and 47: Properly Applying Lateral Loads toS
Page 48 and 49: Design of Bearing Seats to ResistUp
Page 50 and 51: End Bearing Seat ConnectionsSEAoT S
Page 52 and 53: Components of Uplift Resistance for
Page 54 and 55: Typical Test Specimen Configuration
Page 56 and 57: End View During and After TestTest
Page 58 and 59: Profile and End View After TestTest
Page 60 and 61: Yield Line Analysis Model forPredic
Page 62 and 63: Yield Line Analysis Using Virtual W
Page 68 and 69: LRFD Design ProcedureP n = 2 M p L
Page 70 and 71: Recommended Bearing Seat Designto R
Page 72 and 73: ASD and LRFD Design ExampleSeat Ang
Page 76 and 77: Design ExampleBuilding Location:Nea
Page 78 and 79: ASCE 7-05 Basic Wind Speed MapORLAN
Page 80 and 81: Design Example• Since the buildin
Page 82 and 83: Wind Zone DefinitionsSEAoT State Co
Page 84 and 85:
Steel Joist Design20K6 Rod Web @ 40
Page 86 and 87:
Steel Joist DesignDesign DataBottom
Page 88 and 89:
Placement of Bridging to ResistUpli
Page 90 and 91:
Placement of Bridging to ResistUpli
Page 92 and 93:
Joist Girder Bracing Placement40G8N
Page 94 and 95:
New Resource Soon AvailableSJI Tech
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Wind Design Considerations for Steel Joists and Joist Girders - SEAoT

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