JSON Manual
- Nonlinear Analysis Control
- Time History Global Control
- Pushover Global Control
- Plastic Material
- General Link
- Time History Load Cases
- Steel Design Result
- Construction Stage Analysis Control Data
- DESIGN/STEEL/KDS-41-30-2022/DCO : Design Code Option
- DESIGN/STEEL/KDS-41-30-2022/DCTL : Definition of Frame
- DESIGN/STEEL/KDS-41-30-2022/LLRF : Live Load Reduction Factor
- DESIGN/STEEL/KDS-41-30-2022/LCTB : Load Contribution for Nonlinear Load Case
- DESIGN/STEEL/KDS-41-30-2022/HCBM : Haunched Beam Assignment
- DESIGN/STEEL/KDS-41-30-2022/LENG : Unbraced Length (L, Lb)
- DESIGN/STEEL/KDS-41-30-2022/KFAC : Effective Length Factor (K)
- DESIGN/STEEL/KDS-41-30-2022/LTSR : Limiting Slenderness Ratio
- DESIGN/STEEL/KDS-41-30-2022/CMFT : Equivalent Moment Correction Factor(Cm)
- DESIGN/STEEL/KDS-41-30-2022/FMAG : Moment Magnifier(B1/Delta_b, B2/Delta_s)
- DESIGN/STEEL/KDS-41-30-2022/SUEQ : Scale up Factor for Earthquake
- DESIGN/STEEL/KDS-41-30-2022/MBTP : Modify Member Type
- DESIGN/STEEL/KDS-41-30-2022/EQCT : Seismic Load Combination Type
- DESIGN/STEEL/KDS-41-30-2022/SRDF : Strength Reduction Factors
- DESIGN/STEEL/KDS-41-30-2022/SERV : Serviceability Parameters
- DESIGN/STEEL/KDS-41-30-2022/CBFT : Bending Coefficient(Cb)
- DESIGN/STEEL/KDS-41-30-2022/SLRS : Seismic Load Resisting System by Member
- DESIGN/STEEL/KDS-41-30-2022/CRCM : Combined Ratio Calculation Method for Circular Section
- DESIGN/STEEL/KDS-41-30-2022/SMODI : Modify Steel Material
- DESIGN/STEEL/KDS-41-30-2022/CODE-ANAL : Steel Code Check Perform
- DESIGN/STEEL/KDS-41-30-2022/CODE-TABLE : Steel Code Check Table
- DESIGN/STEEL/KDS-41-30-2022/CODE-REPORT : Steel Code Check Report