Nice !
By any chance were you able to do concentrated loads too ?
I am trying to do something from this : How can point loads be applied to the end of the cantilever beam? - #7 by conpierce8
but for now it is just a mess …
Nice !
By any chance were you able to do concentrated loads too ?
I am trying to do something from this : How can point loads be applied to the end of the cantilever beam? - #7 by conpierce8
but for now it is just a mess …