Initializes a new instance of the BucklingCheckResults class

Coefficients for current moment diagram

Resulting additional moment about yy axis because of the centroid shift of the effective area relative to the center of gravity of the gross cross section according to 6.2.2.5(4)

Resulting additional moment about zz axis because of the centroid shift of the effective area relative to the center of gravity of the gross cross section according to 6.2.2.5(4)

Critical axial load for flexural (Euler) buckling about yy axis

Critical axial load for flexural (Euler) buckling about zz axis

Interaction factors according to Table A1, Annex A - Method 1 (EC3, Part 1-1)

Internal forces that are used during the buckling resistance calculation

Critical axial load for torsional buckling

Critical axial load for torsional flexural buckling

Capacity ratio of equation 6.61 for member subjected to compression and biaxial bending

Capacity ratio of equation 6.62 for member subjected to compression and biaxial bending

Interaction ratio of members subjected to combined bending and torsion

Section class at the maximum moment point

Capacity ratio against torsional and torsional flexural buckling under compression force Ncompression.

Reduction factor for Torsional and flexural torsional buckling, only for open sections

Reduction factor for lateral torsional buckling under moment about yy axis

Reduction factor x for flexural (Euler) buckling about yy axis

Reduction factor x for flexural (Euler) buckling about zz axis