use any frame analysis package, try to keep the EI values for all members constant. You could use unit values for loads (pt or udl), as analysis is elastic.
@@ProgrammedMechanics Aldready tried using unit values, but I'd need the relation e.g. For momentum like ql^2 dependent on load and length.. Can't find anything parametrical
clear and simple, thanks a lot
glad it was of some use to you
Do you know a software for qualitative analysis? I only find software which require specific quantities but I need parameters
use any frame analysis package, try to keep the EI values for all members constant. You could use unit values for loads (pt or udl), as analysis is elastic.
@@ProgrammedMechanics Aldready tried using unit values, but I'd need the relation e.g. For momentum like ql^2 dependent on load and length.. Can't find anything parametrical
ql^2/12? use q=1, L=length of beam / column. This is the Fixed end moment, quite often hidden in the calculation engine.