05-30-2009, 05:05 AM
They are simply design forces at top and bottom pier sections (for every floor).
They depend on defined Load Combinations used as a design Combination for Shear Wall Design - Design/Shear Wall Design/Select Design Combo.
After successfull analysis run you can view Wall Forces via Display/Show Tables/An.Res./Wall Output/Wall Forces, or via File/Print Tables/Shear Wall DEsign/Detailed Output.
After design you can view in addition Shear Wall Design Forces by Display/Show Tables/An.Res./Wall Output/Wall Design Forces.
They depend on defined Load Combinations used as a design Combination for Shear Wall Design - Design/Shear Wall Design/Select Design Combo.
After successfull analysis run you can view Wall Forces via Display/Show Tables/An.Res./Wall Output/Wall Forces, or via File/Print Tables/Shear Wall DEsign/Detailed Output.
After design you can view in addition Shear Wall Design Forces by Display/Show Tables/An.Res./Wall Output/Wall Design Forces.