COLUMN DESIGN [ACI 1995 STRENGTH DESIGN METHOD]
  • Clomn name :
      • column name :
  • Material Strength:
      • Concrete strength : f'c
    		= kg/cm2.
      Yeild stress of steel : fy
    		= kg/cm2.
  • Section Dimension:
      • Column section
    		=x cm. x cm.
      Column length
    		= m.
      Covering
    		= cm.
  • Acting Load:
      • Ultimate load
    		= kg.
      Compute weight
    		= kg
  • Computation Results:
      • maxPn (minimum require):
    		= kg.
      Pn
    		= kg.
      Gross area of column section (Ag)
    		= cm2
      4% of Ag
    		= cm2
  • Select Steel :
      • Select types SD :
      Main steel :
    		x As= cm2
      Stirrup :
    		@cm. Av= cm2/m.
    PROJECT NAME:
    DESIGN BY: