DOUBLY BEAM DESIGN [ACI 1995 STRENGTH DESIGN METHOD]
  • Types of beam:
      • Beam name :
      Select types of beam :
  • Materials strength:
      • concrete strength (f'c)
    		= kg/cm2
      yeild stress of tension steel (fy)
    		= kg/cm2
      yeild stress of compression steel (fy)
    		= kg/cm2
  • Dimension of beam:
      • beam length (L)
    		= m.
      beam width (b)
    		= cm.
      beam heigth (h)
    		= cm.
      d'
    		= cm.
      d
    		= cm.
      covering
    		= cm.
  • Acting load:
      • live load
    		= kg/m.
      dead load
    		= kg/m.
      point load
    		= kg.
  • Analysis calculation results:
      • maximum positive moment (M+)
    		= kg-m.
      maximum negative moment (M-)
    		= kg-m.
      maximum shear (V)
    		= kg.
  • Design calculation results:
      • Required As1
    		= cm2.
      Required As2
    		= cm2.
      Required As
    		= cm2.
      Required A's
    		= cm2.
      Require spacing (s)
    		= cm.

  • Select Steel :
      • Select types of SD :
      tension steel :
    		As = cm2.
      compression steel :
    		A's= cm2.
      stirrup :
    		@cm. Av = cm2/m.
    PROJECT NAME:
    DESIGN BY: