Forte Software Ideas

Please add this function to Roof Members as well as floor members. Especially for Wind loads.

For use where new floor joists are to be sistered to existing for a new 2nd floor cantilever. New joists have to be sistered back a min. of 3x the length of the overhang so, if there is a way to use the connection between the joists as bearing poi...

We should be able to also select certain supports from a drop down menu or something where a load starts/ends, instead of always manually entering the distance all the time. This should be the case for each load type.

Would be helpful to add a steeper slope than 12/12 as we do quite a few residential structures with steep roof pitches. The rafter length won't be correct, nor will the total load be if we use the available 12/12.

With the increasing number of Latino framers in our region we are finding the language barrier to be more of an issue. It would help to be able to print our Job packs in Spanish as well as English.

Just checking someone's work in the office and they had forgotten to add PT to their deck members. When I went to add it only showed PSL's as option. Please revise to allow 2x_ and 4x_ members. 6x_ members large enough so no PT reduction applies t...

It is not immediately apparent to plan reviewers that all of the ASCE 7 load combinations (including special seismic combinations) have been taken into account by the software when only the critical (controlling) load combinations are shown on the...

If i have a member linked to another header, we are able to add spans but not delete them. In both instances the linked reactions change so why are we able to add spans but not delete! It would be a huge help to be able to add and delete spans wit...