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: