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home: software: pcaSlab v2.00: input/output



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Material properties Concrete (for slabs, beams, and columns):
  • Unit weight, w
  • Compressive strength, f'c
  • Modulus of elasticity, Ec
  • Modulus of rupture, fr

Steel:

  • Longitudinal reinforcement yield strength, fy
  • Transverse reinforcement yield strength, fyv
  • Plain or epoxy coated bars

Structure geometry

  • Up to 20 spans
  • May include two cantilevers
  • Slab thickness may vary from span to span
  • Transverse design strip width (left and right) may vary from span to span
  • Round or rectangular columns above and below the slab
  • Column height may vary
  • User-controlled column-fixity
  • Standard or user-input drop panels
  • Column capitals
  • Longitudinal beams
  • Transverse beams
  • Rib width, depth, and clear spacing

Loads

  • Self weight automatically computed
  • Uniform dead and live surface (force per unit area) loads
  • Partial loads may be uniform (line), trapezoidal, concentrated, or moments
  • Lateral loads effect may be input as joint moments
  • Pattern loading—live load percentage may be modified
  • Up to six load cases
  • Up to twelve load combinations

Design parameters The following are specified for slab and beam top and bottom bars:

  • Bar cover
  • Minimum bar size
  • Maximum bar size
  • Minimum clear spacing between bars



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