CroSec_Beam Fields

cross sectional area.

imperfection factors according to EC3 for lateral torsional buckling.

imperfection factors according to EC3 in y-direction.

imperfection factors according to EC3 in z-direction.

equivalent shear Area in local y-direction (normally horizontal) for considering shear deformation.

equivalent shear Area in local y-direction (normally horizontal) for considering shear deformation.

country in which the cross section is in use.

second order warping moment.

eccentricity of the cross section.

id/regular expressions of element identifiers to which the cross section applies.

unique identifier of a group of cross sections within a country.

identification number of cross section in the fe-model.

GUID of the cross section.

true if there is an eccentricity defined for the cross section.

torsional moment of inertia.

radius of gyration about y-axis.

moment of inertia about local Y-axis.

radius of gyration about z-axis.

moment of inertia about local z-axis (normally vertical).

unique identifier of a cross section within a family.

indicates whether a cross section is user-defined or generated (e.g. a default material).

static resistance moment about y-axis for upper cross section point. In case of e.g. T-sections different from Wely_lower.

static resistance moment about y-axis for lower cross section point.

static resistance moment about z-axis for extreme left cross section point.

static resistance moment about z-axis for extreme right cross section point.

plastic resistance moment about y-axis.

plastic resistance moment about z-axis.

torsional resistance moment.

distance of applied load to shear center of the cross section. By default it is equal to zs.

distance of center of gravity of cross section from upper rim.