JSON Manual
- Steel Optimal Design
- DESIGN/STEEL/KDS-41-30-2022/DREULT : Steel Design Result
- DESIGN/RC/KDS-41-20-2022/DCTL : Definition of Frame
- DESIGN/STEEL/KDS-41-30-2022/MLLR : Modify Live Load Reduction Factor
- DESIGN/RC/KDS-41-20-2022/LCTB : Load Contribution for Nonlinear Load Case
- DESIGN/RC/KDS-41-20-2022/HCBM : Haunched Beam Assignment
- DESIGN/RC/KDS-41-20-2022/LENG : Unbraced Length (L, Lb)
- DESIGN/RC/KDS-41-20-2022/KFAC : Effective Length Factor (K)
- DESIGN/RC/KDS-41-20-2022/CMFT : Equivalent Moment Correction Factor(Cm)
- DESIGN/RC/KDS-41-20-2022/FMAG : Moment Magnifier(B1/Delta_b, B2/Delta_s)
- DESIGN/RC/KDS-41-20-2022/MLLR : Modify Live Load Reduction Factor
- DESIGN/RC/KDS-41-20-2022/SUEQ : Scale up Factor for Earthquake
- DESIGN/RC/KDS-41-20-2022/MBTP : Modify Member Type
- DESIGN/RC/KDS-41-20-2022/EQCT : Seismic Load Combination Type
- DESIGN/RC/KDS-41-20-2022/SDGN : Seismic Design Type
- DESIGN/RC/KDS-41-20-2022/MRFT : Moment Redistribution Factor
- DESIGN/RC/KDS-41-20-2022/TRFT : Torsion Reduction Factor
- DESIGN/RC/KDS-41-20-2022/MCMB : Moment Calculation Method for Beam
- DESIGN/RC/KDS-41-20-2022/DFBA : Design Force for Beam Assigned as Member
- DESIGN/RC/KDS-41-20-2022/PMDM : P-M Curve Calculation Method
- DESIGN/RC/KDS-41-20-2022/SCOL : Seismic Column Type
- DESIGN/RC/KDS-41-20-2022/WMAK : Modify Wall Mark Data
- DESIGN/RC/KDS-41-20-2022/BEMW : Boundary Element Method by Wall ID
- DESIGN/RC/KDS-41-20-2022/DCRM-BEAM : Design Criteria for Rebars by Beam Member
- DESIGN/RC/KDS-41-20-2022/DCRM-COLUMN : Design Criteria for Rebars by Column Member
- DESIGN/RC/KDS-41-20-2022/DCRM-BRACE : Design Criteria for Rebars by Brace Member
- DESIGN/RC/KDS-41-20-2022/DCRE : Design Criteria for Rebar
- DESIGN/RC/KDS-41-20-2022/DCREM : Same Beam Rebar at Joints
- DESIGN/STEEL/KDS-41-30-2022/ULCT : Underground Load Combination Type
- DESIGN/RC/KDS-41-20-2022/ULCT : Underground Load Combination Type