Hello,
how can i model a nonprismatic column in lenght direction ?
NONPRISMATIC
Moderators: silvia, selimgunay, Moderators
you define different sections along the length by assigning the integration points:
element beamType? eleTag? iNode? jNode? transfTag? UserDefined nIP? secTag1? secTag2? .. secTagN pt1? pt2? .. ptN? wt1? wt2? .. wtN?
where beamType is forceBeamColumn or dispBeamColumn, the others being self explanatory.
element beamType? eleTag? iNode? jNode? transfTag? UserDefined nIP? secTag1? secTag2? .. secTagN pt1? pt2? .. ptN? wt1? wt2? .. wtN?
where beamType is forceBeamColumn or dispBeamColumn, the others being self explanatory.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104