AS1170.2-2017

Criteria
Region
Return Period
Terrain Category
s(m) 
Storey Height (m)
Other diemsion of building
 
 
 

Dynamic Factor Calcs

 
Peak Factor gv
Turbulence Factor Ih
Lh
Bacground Factor Bs
Hieght Factor Hs
 
 
Et
   
   

Accelerations (mlli g)

 
Along Wind
   
Crosswind
   
Combined
 

Along Wind Forces

 
Total Base Shear (KN)
   
Overturning Moment (KN.m)
   
Resonant Moment (KN.m)
All values are PEAK, for mean values, divid by the gust factor =
Cdyn*(1+2gv*Ih)

Crosswind Response

 
Building Period Cross Dir. (sec)
   
Reduced Wind Speed
   
Building Aspect Ratio (h:b:d)
   
Log10(Cfs)
   
Mode Shape Pwr. Exponent k
   
Mode Shape Correction Km
   
Crosswind Base Shear
   
Crosswind Overturning M
All values are PEAK, for mean values, divid by the gust factor =
Cdyn*(1+2gv*Ih)

Loading Table

LevelStorey HeightMz CatV des WW ShearLW ShearStorey ShearCrossW Shear
L01 3.050.8337.3599621610
L02 6.10.8337.3599621610
L03 9.150.8337.3599621610
L04 12.20.85438.43105651700
L05 15.250.8940.05114711850
L06 18.30.9241.4121761970
L07 21.350.94342.43127802070
L08 24.40.95242.84130812110
L09 27.450.96143.24132832150
L10 30.5145143902330
L11 33.551.01645.72148922400
L12 36.61.02846.26151952460
L13 39.651.0446.8155972520
L14 42.71.04947.2158992570
L15 45.751.05847.611601002600
L16 48.81.06748.021631022650
L17 51.851.07448.331651032680
L18 54.91.0848.61671042710
L19 57.951.08648.871691062750
L20 611.09249.141711072780
L21 64.051.09849.411731082810
L22 67.11.10449.681751092840
L23 70.151.1149.951771102870
L24 73.21.11650.221781122900
L25 76.251.121650.471801132930
L26 79.31.126450.691821142960
L27 82.351.131250.91831152980
L28 85.41.13651.121851163010
L29 88.451.140851.341871173040
L30 91.51.145651.551881183060