Notes

Steel Design Code, EC03       Steel Young Modulus , E_s = 200 205 195   kN/mm2     Structural Steel , p_y = 275 355   N/mm2    

wall is = flexible e.g sheetpile etc stiff e.g diagpharm wall etc       udL above ERSS = 10.0 15.0 20.0 1.5 1.75 2.0 2.5 3.0 5.0 7.5 8.0 9.0 10.0 11.0 12.0 12.5 13.0 13.5 15.0 15.5 16.0 16.5 17.5 18.0 20.0 22.0 22.5 23.0 25.0 25.5 26.0 27.5 28.0 30.0 32.5 35.0 37.5 40.0 42.0 42.5 43.0 45.0 47.5 48.0 50.0   kN/m²    

water table = m bgL(below Ground Level)     depth of wall below base of ERSS = m    


Soil Type ,
Sand : 1 , Stiff Clay : 2 , Firm Clay : 3 , Soft Clay : 4

(Put in Details separated by single spaces)
Type of soil = (from top to bottom of ERSS) (Soil_type = 1 , 2 , 3 & 4 ) (stable / unstable base determined by program)   
Individual Soil layer depth = m    
Soil Density (total) = kN/m³ (enter effective unit weight for sand, all others total unit weight)    

StruttingDetails
(Put in details separated by single spaces)
strut levels = m (from top of ERSS)    
strut spacings = m (horizontal) c/c