Known Limitation: ADAPT-PT v2010 Build 0

[3/31/2010] PT steel is being used for strength calculations when UBC code check is selected for one-way slabs or beams.  THIS IS SPECIFIC TO ADAPT-PT v2010 Build 0
When the UBC code check is used for one-way slabs or beams, the program uses the PT steel in determination of moment capacity.  This is not permitted for this code check.  As a workaround, you can choose to ignore PT for strength check in DESIGN SETTINGS and run this as an individual run to give the correct amount of reinforcement for this particular load case (UBC DL + 0.25LL).

This entry was posted in 1. Bookmark the permalink.

Comments are closed.