CroSec_I Fields

height (depth) of cross-section [m]

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

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

inclination of inner flange

unique identifier of a group of cross sections within a country

identification number of cross section in the fe-model

radius of inner fillet [m]

radius of outer fillet [m]

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)

thickness of upper flange [m]

width of upper flange [m]

unique identifier of a cross section within a family

thickness of lower flange [m]

width of lower flange [m]

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

thickness of web [m]

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