Forte Software Ideas

Improvements to the "Link and Transfer Support Reactions" dialog window

When I transfer loads from joists (which are necessarily repetitive members with a spacing) please default to " Uniform (PLF)". I don't understand why I would ever use the other two options(??) Maybe the help should explain this better. Also default the reaction locations for PLF to "0 to [full length of current member]". This will be true 99% of the time in this situation and means I don't have to remember and/or mistype the length of the current member. The eyeball lookup is OK but I would rather this graphic be shown in the same dialog window.

  • Guest
  • Aug 31 2021