when loads do not have a trasfer path to the support s these instabilty notes are genereated by the stadd
I went through your model. Insted of 100% releasing of the moment at the joints ,you have to release them partially.
when you rellesing the moments at beams ends and start do it partially. you can do it like this
member specification> release type>partial moment release>Mp(input 95%)
I went through your model. Insted of 100% releasing of the moment at the joints ,you have to release them partially.
when you rellesing the moments at beams ends and start do it partially. you can do it like this
member specification> release type>partial moment release>Mp(input 95%)