RC Load Combination : ACI 318-05 , ACI 318-08, ACI 318-11, KBC–USD05, KBC-USD09,
KBC-USD12
STEEL Load Combination : KBC-USD09, KBC-USD12
If seismic load is inputted by response spectrum analysis, base shear of static seismic load(original base shear) and base shear of modal analysis(modal base shear) are compared with each other to define modification factors. Select Load Set to apply Modification Factor after the analysis an click Calc. to access dialog for Modification Factor calculation.

If Response Spectrum Load and Static Seismic Load are included in Analysis Case, Modification Factor can be automatically calculated if the analysis is already performed.
Modification Factor For Calculation
Original Base Shear (V) : Original Base Shear is automatically calculated if Static Seismic Load Set is selected to compare with Response Spectrum Set.
Modification Base Shear (0.85V) : 85% of Original Base Shear of Static Seismic Load.
Modal Base Shear (Vt) : Base Shear due to modal combination.
Modification Factor (Cm) : Modification Base Shear / Modal Base Shear.
Calculated Modification Factor is multiplied to Response Spectrum Load Set as a factor and applied to Load Combinations.
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