Uniaxial ElasticMultilinear Material

[kadirtopcu]

hi to all,

is it ok to use Force-Deformation and Moment-Rotation data for the Uniaxial ElasticMultilinear Material command ? Normally command comes with "Uniaxial ElasticMultilinear Material -strain ...... -stress .....". I wonder, should I write "-strain and -stress" when ı use "moment and rotation" values? or Do I need to write "-moment -rotation" down.

thanks

[fmk]

yes.