SAMPLE ILLUSTRATION (NOT TO SCALE)
Cells
                                                                   280
Nc =          1      Cells      Number of Cells                                                       50
                                                                                   30
                                                                              30
          Height & Depth
                                                                                                      457
                                                                   547
wsh =        0.0     cm         Wearing Surface Height                                    750
                                                                         40
                                                                                                            40
  a=         280     cm         Vertical Depth
                                                                                                      40
                                                                                                830
                                                                                           GEOMETRY
          Cell Clear Width [1,2,3,4]
  1=        750.0    cm
  2=        750.0    cm
  3=        750.0    cm
  4=        750.0    cm
          Thickness, Height & Length
  5=         40.0    cm         Exterior Wall thickness
  6=         40.0    cm         Interior Wall thickness
  7=         40.0    cm         Bottom Slab Height
  8=         50.0    cm         Top Slab Height
  9=        457.0    cm         Cell Clear Height
 10 =        30.0    cm         Gusset Edge Length
                                                                                           MATERIALS
          Concrete
  f'c =      27.6    MPa        Compressive strength of concrete
 fctd =      1.0     MPa        Factor
  Ec =      24,683   MPa        Modulus of Elasticity of Concrete, Ec = 4700 Sqrt (f'c)
  γc =       24.0    kN/m3      Unit weight of concrete
          Steel Reinforcing Bars
  fy =       414     MPa        Yield strength of steel reinforcing bars
  Es =     200,000   MPa        Modulus of Elasticity of steel
           Water
 γw =        10.0    kN/m3      Unit weight of water
             Soil
  φ=         30.0    degrees    Angle of repose
  γs =       18.0    kN/m3      Unit weight of soil
  Ka =       0.33
          Wearing Surface
  γa =       22.0    kN/m3      Unit weight of Wearing Surface