H =    [m]  h =    [m]  p =    [m]  B =    [m]  T1 =    [m]  T2 =    [m]  T3 =    [m]  Beta =    [°]  Sürşarj (Q) =    [kN/m ²]  Unit weight of soil =    [kN/m ³]  Angel of internal friction =    [°]  Friction angle =    [°]  Active acceleration coefficient =    [ ]  Building important coefficient =    [ ]  Admissible ground stress =    [kN/m ²]  Unit weight of concrete =    [kN/m ³]

	Static Analysis Dynamic Analysis Overturning safety Sliding safety Maximum ground stress Minumum ground stress

Note:
Active acceleration coefficient=
     1. Earthquake zone = 0.4
     2. Earthquake zone = 0.3
     3. Earthquake zone = 0.2
     4. Earthquake zone = 0.1