JSON Manual
- DESIGN/RC/KDS-41-20-2022/TABLE : Brace Design Forces
- DESIGN/SRC/AIK-SRC2K/DSRC : SRC Design Code
- DESIGN/SRC/AIK-SRC2K/DCO : Design Code Option
- DESIGN/SRC/AIK-SRC2K/DCTL : Definition of Frame
- DESIGN/SRC/AIK-SRC2K/LLRF : Live Load Reduction Factor
- DESIGN/SRC/AIK-SRC2K/LCTB : Load Contribution for Nonlinear Load Case
- DESIGN/SRC/AIK-SRC2K/LENG : Unbraced Length (L, Lb)
- DESIGN/SRC/AIK-SRC2K/KFAC : Effective Length Factor (K)
- DESIGN/SRC/AIK-SRC2K/LTSR : Limiting Slenderness Ratio
- DESIGN/SRC/AIK-SRC2K/CMFT : Equivalent Moment Correction Factor(Cm)
- DESIGN/SRC/AIK-SRC2K/FMAG : Moment Magnifier(B1/Delta_b, B2/Delta_s)
- DESIGN/SRC/AIK-SRC2K/MLLR : Modify Live Load Reduction Factor
- DESIGN/SRC/AIK-SRC2K/SUEQ : Scale up Factor for Earthquake
- DESIGN/SRC/AIK-SRC2K/MBTP : Modify Member Type
- DESIGN/SRC/AIK-SRC2K/EQCT : Seismic Load Combination Type
- DESIGN/SRC/AIK-SRC2K/BC-ANAL : SRC Beam Checking Perform
- DESIGN/SRC/AIK-SRC2K/BC-TABLE : SRC Beam Checking Table
- DESIGN/SRC/AIK-SRC2K/BC-REPORT : SRC Beam Checking Report
- DESIGN/SRC/AIK-SRC2K/CC-ANAL : SRC Column Checking Perform
- DESIGN/SRC/AIK-SRC2K/CC-TABLE : SRC Column Checking Table
- DESIGN/SRC/AIK-SRC2K/CC-REPORT : SRC Column Checking Report
- DESIGN/SRC/AIK-SRC2K/OCHECK : SRC Optimal Design
- DESIGN/SRC/AIK-SRC2K/TABLE : SRC Beam Design Forces
- DESIGN/SRC/AIK-SRC2K/TABLE : SRC Column Design Forces
- DESIGN/RC/KDS-41-20-2022/TABLE : Beam Design Forces
- DESIGN/STEEL/KDS-41-30-2022/TABLE : Steel Member Design Forces
- DESIGN/RC/KDS-41-20-2022/LMRR : Limiting Maximum Rebar Ratio
- DESIGN/RC/KDS-41-20-2022/DCRM-WALL : Design Criteria for Rebars by Wall Member
- Design Code
- Assign Inelastic Hinges - General Link