AS1170.2-2021

Criteria
Region
Return Period
Terrain Category
s(m) 
Storey Height (m)
Bldg. Y Dimension

Directional Inputs

Insert the values for each direction based on building geometry, wind cardinal directions and dynamic properties from analysis model:
 
Building Aspect Ratio (h:b:d) facing load
 
Building Aspect Ratio (h:d:b) perp direction

Dynamic Factor

Peak Factor gv
Turbulence Factor Ih
Lh Hs
Y Direction Calcs +Y -Y
Et
 
X Direction Calcs +X -X
Et
Gust Factor

Wind Response

Y Direction +Y -Y
Total Base Shear
Overturning Moment
Resonant Moment
Crosswind Base Shear
Crosswind Overturning M
Reduced Wind Speed
Log10(Cfs)
Mode Pwr. Exponent k
Mode Shape Correction Km
Along Wind Acceleration
Crosswind Acceleration
Combined Acceleration
     
X Diection +X -X
Total Base Shear
Overturning Moment
Resonant Moment
Crosswind Base Shear
Crosswind Overturning M
Reduced Wind Speed
Log10(Cfs)
Mode Pwr. Exponent k
Mode Shape Correction Km
Along Wind Acceleration
Crosswind Acceleration
Combined Acceleration
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All values in above form are PEAK, for mean values, divide by the gust factor = Cdyn*(1+2gv*Ih)

Tables below include Combination factor (Applying peak in one direction, and reduced peak in other - i.e. peak values will not coincide unless user opts otherwise)

Case +Y (Along + α * Cross)

Case +Y (Along - α * Cross)

Case +Y ( α * Along +Cross)

Case +Y ( α * Along -Cross)

Case -Y (Along + α * Cross)

Case -Y (Along - α * Cross)

Case -Y (α * Along + Cross)

Case -Y (α * Along - Cross)

Case +X (Along + α * Cross)

Case +X (Along - α * Cross)

Case +X ( α * Along + Cross)

Case +X ( α * Along - Cross)

Case -X (Along + α * Cross)

Case -X (Along - α * Cross)

Case -X (α *Along + Cross)

Case -X (α *Along - Cross)