DESIGN OF WIND PRESSURE AS PER EN 1991-1-4

Euro Code Wind load calculation as per EN 1991-1-4

The calculation for wind load as per EN 1991-1-4 for a gas plant located in a terrain category I includes parameters such as a fundamental basic wind velocity of 32.30 m/s, a directional factor and season factor of 1.00 each, and various terrain factors and roughness lengths. Wind turbulence intensity and peak velocity pressure vary with height.

Terrain Category

     

I

 

Type of structure =

     

Permanent

 

Location/area of structure =

     

Gas Plant

 

Fundamental Basic Wind Velocity (Vb,o)

     

32.30

m/s

Directional Factor (Cdr)

     

1.00

 

Season Factor (Cseason)

     

1.00

 

Basic Wind Velocity (Vb) :-

           
             

Basic Wind Velocity (Vb)

     

32.30

m/s

Mean Wind Velocity (Vm(z)) :-

         
           

Orography factor (Co(z))

     

1.00

 

Roughness factor (Cr(z)) =

         
         
           

Roughness Length for Terrain category-I (Zo) =

     

0.010

m

Roughness Length for Terrain category-II (Zo,II) =

     

0.05

m

Terrain factor (Kr) =

     

0.17

 
       

Wind Turbulence intensity (Iv(z)) :-

         

wind tubulence intensity = standard deviation of the turbulence (σv) / mean wind velocity (Vm(z))

           
             
           

Turbulence factor (k1) =

     

1.00

 

standard deviation of the turbulence =

     

5.48

 

Peak velocity Pressure (Qp(z)) :-

         

 
         
           

air density (ρ) =

     

1.25

kg/m3

             
GRADE ELE HEIGHT ABOVE GRADE (M) Vm(z) Iv(z) Qp(z)
105.00
5 34.075 0.161 1.54
110.00 10 37.876 0.145 1.81
115.00 15 40.099 0.137 1.97
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