H =
 h =    [m]
 p =    [m]
 B =    [m]
 T1 =    [m]
 T2 =    [m]
 T3 =    [m]
 Beta =    [░]
 Uniform load (Q) =    [kN/m ▓]
 Unit weight of soil =    [kN/m │]
 Angle of internal friction =    [░]
 Friction angle =    [░]
 Effective Ground Acceleration Coefficient =    [ ]
 Building importance coefficient =    [ ]
 Admissible ground stress =    [kN/m ▓]
 Unit weight of concrete =    [kN/m │]


Static AnalysisDynamic Analysis
Overturning Safety
Sliding Safety
Max. Ground Stress
Min. Ground Stress

Not:
Effective Ground Acceleration Coefficient=
     1. Zone = 0.4
     2. Zone = 0.3
     3. Zone = 0.2
     4. Zone = 0.1