ONE WAY SLAB DESIGN [ACI 1995 STRENGTH DESIGN METHOD]
  • Slab conditions :
      • Slab name :
      Support conditions :
  • Material Strength:
      • Concrete strength: f'c
    		=kg/cm2
      yeild stress of main steel: fy
    		=kg/cm2
      yeild stress of temperature steel: fy
    		=kg/cm2
  • Section Dimension:
      • Short span length
    		= m.
      Long span length
    		= m.
      Slab thickness
    		= cm.
      Covering
    		= cm.
  • Acting Load:
      • Live load
    		= kg/m2
      Dead load
    		= kg/m2
      Slab weight
    		= kg/m2
  • Computation Results:
      • Minimum thickness
    		 = cm.
      Maximum As
    		 = cm.2
      Minimum As
    		 = cm2
      Required As
    		 = cm2
      Temparature Ast
    		 = cm2
  • Select Steel:
      • Select types of deformed bars (SD) :
      Main steel:
    		 @cm. As = cm2
      Tempurature steel:
    		 @cm Ast = cm2
    PROJECT NAME:
    DESIGN BY: