FNL results

FNL results table in the FNL results part as numerical representation of FNL Analysis Results.

Gives numerical information about the member after FNL analysis: neutral axis position changes, cross-section deformations, section stiffness in the marked position of the member.

Member	List of members. Description of the member (label and number)
L. case L. comb	Load cases and/or load combinations of all members. Label of the load case / load combination. All results are shown from indicated load case / load combination
Position	Distance from the beginning of the Member to marked cut. FNL analysis results represents in the cuts of the Member. Cuts quantity could be sets as Minimal amount of internal cuts in *Analysis Options. By default Minimal amount of internal cuts is 10. Also the amount of internal cuts depends on the cross-section properties and reinforcement constant redistribution.
Nx	Axial Force in the marked position of the Member. Gives Internal Member forces from the defined Loads after anaysis.
My, Mz	Bending Moment in marked position of the Member. Gives Internal Member forces from the defined Loads after anaysis.
Kappa y,z	The value represents distortion (curvature) of cross-section cut neutral axis after FNL analysis. Gives Member distortion from the defined Loads after analysis.
e,x,cg	Member elongation deformations in the center of gravity after FNL Analysis in the marked position of the Member. Gives Member elongation from the defined Loads after analysis.
e,y,c,Top (e,z,c, Top)	Cross-section deformations in the Top of cross-section after FNL analysis. Gives Member deformations from the defined Loads after analysis.
e,y,c,Bottom (e,z,c,Bottom)	Cross-section deformations in the Bottom of cross-section after FNL analysis. Gives Member deformations from the defined Loads after analysis.
Z’, Y’	Position of the Neutral axis from center of gravity after FNL analysis. Gives information about Neural Axes position changes after analysis.
Zcg, Ycg	Coordinates of center of gravity of reinforced member cross-section before FNL analysis. Gives information about cross-section geometry.
EA	Cross-section stiffness for tension in the marked position of the Member after FNL analysis. Needs to represent the demolished part of the cross-section.
EIy, EIz	Cross-section stiffness for bending in the marked position of the Member after FNL analysis. Needs to represent the demolished part of the cross-section.