add2 x1_1,y1_1!!!
rot2 alpha1_1
call "PI1_1V2"parameters all
i use also this alternative but it does not work too.
call "PI1_1V2"parameters returned_parameters C_TPROF1_1,c_tI1_1,h1_1,PRSh1_1,PRStf1_1,PRStw1_1,dc1_1vh,dc1_1hd,alpha1_1,alpha1_1vert,alpha1_1
standard and alternative for PRS in metal structure and adaptative lenght for beam relative to position to the vertical profile.
and the rotation of the profile for the moment in plan and vertical plan but not a double rotation in the vertical axe.
after you can design any metal carpener work for one level by moving the hotspot, its worked until, i add a sixteen colummn.
I put this script in a personly structural design.Its write that's the script is correct in each proper script (2D,3D,parameter)
the problem is about the parameters called.sometimes is work and sometimes not.
Could you help me to solve this.
i know there is about also the notion of returned_parameters in order to have a list.
until know it worked full for one object called without bug or problem.
In my gdl file there is on this time 16 column with the possibility to change each column
without charge the package of colummn by the interface of the programm.
I would solve this probleme of unstability of the file.
Thanks for the future help who will hepl to reduce the time of work.The law by the action and the method.
C.C.C.
