TWO-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 deform bars (DB) : fy
    		= kg/cm2.
  • Dimesions:
      • Short span length (S)
    		= m.
      Long span length (L)
    		= m.
      Slab thickness (h)
    		= cm.
      Covering distance
    		= cm.
      diameter of steel
    		= cm.
      Effective depth of slab (d)
    		= cm.
  • Acting Load:
      • Live Load
    		= kg/m2.
      Dead Load
    		= kg/m2.
      Slab weight
    		= kg/m2.
      Moment coefficient (C)
    		 =
  • Computation Results:
      • Ultimate moment
    		= kg-m.
      Ultimate shear
    		= kg.
      Concrete strength
    		= kg.
      Maximum As
    		= cm2.
      Require As
    		= cm2.
      Minimum As
    		= cm2.
  • Select steel:
      • Select types of deformed bars (SD) :
      Select steel
    		@cm As=cm2
    PROJECT NAME:
    DESIGN BY: