# Edit Buckling Factors
WARNING
GSA-Grasshopper plugin is pre-release and under active development, including further testing to be undertaken. It is provided "as-is" and you bear the risk of using it. Future versions may contain breaking changes. Any files, results, or other types of output information created using the plugin should not be relied upon without thorough and independent checking.
 |
# Description
Modify GSA Equivalent uniform moment factor for LTB for 1D Member
# Input parameters
 | Buckling Factors | Buckling Factors | Equivalent uniform moment factor for LTB for 1D Member parameter |
 | Number | Factor Lsy | Moment Amplification Factor, Strong Axis |
| Number | Factor Lsz | Moment Amplification Factor, Weak Axis |
| Number | Equivalent uniform moment factor for LTB | Override the automatically calculated factor to account for the shape of the moment diagram in lateral torsional buckling design equations. This override is applied for all bending segments in the member. This override is applied to the following variable for each design code: AISC 360: C_b AS 4100: alpha_m BS 5950: m_LT CSA S16: omega_2 EN 1993-1-1 and EN 1993-1-2: C_1 Hong Kong Code of Practice: m_LT IS 800: C_mLT SANS 10162-1: omega_2 |
# Output parameters
| Buckling Factors | Buckling Factors | GSA Equivalent uniform moment factor for LTB for 1D Member parameter |
| Number | Factor Lsy | Moment Amplification Factor, Strong Axis |
| Number | Factor Lsz | Moment Amplification Factor, Weak Axis |
| Number | Equivalent uniform moment factor for LTB | Override the automatically calculated factor to account for the shape of the moment diagram in lateral torsional buckling design equations. This override is applied for all bending segments in the member. This override is applied to the following variable for each design code: AISC 360: C_b AS 4100: alpha_m BS 5950: m_LT CSA S16: omega_2 EN 1993-1-1 and EN 1993-1-2: C_1 Hong Kong Code of Practice: m_LT IS 800: C_mLT SANS 10162-1: omega_2 |