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Updates:

 

Please follow link below to download Wind Loads on Structures 2005 update.

 

Wind Loads on Structures 2005

All revisions are included in the latest update.

 

Revision

Description

 Date

 

 

1.10

 

# Corrections

1)

Troughed, open roof main wind force resisting system error has been corrected for small sloped structures.  

 

9-4-2008

 

 

 

1.9

 

# Corrections

1)

Corrected refresh error when zone 2 or 3 were chosen for roof Component and Cladding Design when using a monosloped roof. 

 

7-8-2008

 

 

 

1.8

 

# Corrections

1)

Corrected refresh error when using the Trussed Tower design.

2)

Corrected printing error.  Symbols were being used instead of letters when printing calculated values.  

 

3-26-2008

 

 

 

1.7

 

# Corrections

1)

Corrected error in component and cladding design for arched roofs with a mean height greater than 60ft.

 

1-10-2008

 

 

 

1.6

 

# Corrections

1)

Corrected error in component and cladding design, Case A, front height.

2)

Corrected component and cladding velocity pressure details.

 

6-11-2007

 

 

 

1.5

 

# Corrections

1)

Corrected error in logic for component and cladding design.

 

5-30-2007

 

 

 

1.3

# Corrections

1)

Added Note 7 in Figure 6-11C exception for hip roof components and cladding design. 

Note 7:  For hip roofs with θ ≤ 25º, Zone 3 shall be treated as Zone 2.

This exception only applies to ASCE 7 - 2002 and 2005.

 

2)

Corrected details window for Cn values of open building components and cladding.  Spreadsheet values are correct.

 

3-2-2007

  

 

1.2

# Corrections

1)

Corrected chart display for open building results in the printed report.

2)

Obstructed wind flow has been added to the results for open building design. 

 

1-10-2007

 

 

1.1

# Corrections

1)

Refresh correction if designing a hipped roof with slopes greater than 30 degrees.  Components and Cladding limitation checks did not recognize a roof shape change. 

 

12-19-2006

 

 

 

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