Previous Topic

Next Topic

Book Contents

Book Index

Wind Load Generation Inputs – Miscellaneous Changes

Important Note – These are descriptions to changes implemented in WoodWorks Shearwalls for version 10.0 and may not reflect current behavior

  1. Gust Effect Factor

    The gust effect factor is still active only when Dynamic analysis (flexible buildings) is selected.

    1. Location of Input

      This input has been moved into the new data group called Directional (All heights) Method

    2. Default Value

      The default value is 0.85 rather than 1.0. 0.85 is the usual value for static analysis (rigid structures), whereas 1.0 is an arbitrary value.

See Also

Wind Load Generation

Wind Method Nomenclature

Importance Factor I

Simultaneous Case 1 and Case 2 Load Cases

Minimum Wind Loads

Envelope (Low-rise) Load Model

Low Rise Loads on Hip Roof

Over-rides of Case 2 Eccentricity and Load Percentage

Limitation of Case 2 Loads to Three Stories or More

Wind Pressure Constant

Component and Cladding (C&C) Loads

Wind Load Generation in Design Results Summary – Miscellaneous Changes

Wind Load Generation in Log File – Miscellaneous Changes