COLUMN FOOTING DESIGN [ACI 1995 STRENGTH DESIGN METHOD
Footing Name :
    Footing Name :
  • Material Strength:
      • Concrete strength, f'c
    		= kg/cm2.
      Yield stress of steel : fy (main)
    		= kg/cm2.
      Yield stress of steel : fy(dowel)
    		= kg/cm2.
      Soil unit weight (gs)
    		= tons/m3.
      Soil bearing capacity(qall)
    		= tons/m3.
  • Section Dimesions:
      • Column section
    		= x cm. x cm.
      Depth of footing(Df)
    		= m.
      Footing thickness
    		= cm.
      Covering
    		= cm.
  • Acting Load:
      • Live Load
    		= tons/m2.
      Dead Load
    		= tons/m2.
      Ultimate Load
    		= tons/m2.
  • Computation Results :
      • Effective depth(d)
    		= cm.
      Size of footing(BxL)
    		= x m. x m.
      Required As
    		= cm.
  • Select Steel :
      • Select types SD :
      Main steel:
    		x diameter =cm. As=cm2
      Dowel steel:
    		x diameter =cm. As=cm2
      steel:
    		diameter =cm.
    PROJECT NAME:
    DESIGN BY: