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FOUNDATION
  1. Combined Footing
  2. Rectangular Footing
  3. Retaining Wall

Combined Footing

  • Considers Rectangular, Trapezoid and Strip-Shaped Footings.
  • Columns can be Rectangular or Circular.
  • Determines footing dimensions (length, width and thickness).
  • Calculates the Bending Moment and Shear (one way action).
  • Calculates the punching strength of concrete footing (two way action).
  • Calculates the required longitudinal and transverse reinforcements.
  • Loads can be live or dead, axial, shear and moment.

 

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Rectangular Footing

  • Biaxial analysis using modified finite element approach.
  • Load Case input includes option of wind reversal.
  • Create custom design load cases with user-defined load factors.
  • Specify an increase in allowable bearing pressure.
  • Plotting of pressure, moment, and shear diagrams.
  • Design of bottom and top reinforcement in transverse and longitudinal directions.
  • Full pedestal design as a short column. Ties, stirrups and dowels are all calculated and sketched.
  • Rebars may be chosen from any country. For example, design a footing with ACI 318-99 but choose British rebars for reinforcement.
  • Individual units for each data item. For example, length may be specified in feet while thickness is in millimeters.

 

Retaining Wall

  • Retaining Wall can be designed with a shear key.
  • The heel length or toe length can be iterated on to find the optimum length. 
  • Water level on the uphill and downhill side can be specified.
  • Any number of surcharge loads can be specified over the back fill.
  • Specify relative distances and eccentricities of surcharge along with additional live load specification. 
  • Load Inputs include option of axial, shear and moment on the top of the stem.
  • Passive force can be either included or excluded in the analysis. 
  • Retaining wall is checked against the sliding force and overturning moment.
  • Base depth and stem bottom width is checked against the shear and moment.
  • Reinforcement area is computed on the toe, heel and stem.
  • Rebars may be chosen from any country.
  • Individual units for each data item. For example, length may be specified in feet while thickness is in millimeters.
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