Release Notes: May 2024
CISC: Implement AISC-15 bolt holes preference
Update drop down choice on the Lateral System Moment Connections page
What thickness of Extended Deck Support Plate shall be used?
[Select One]
[1/4 in.]
[3/8 in.]
[1/2 in.]
Removed that same question for AISC-15.
On the Fabricators Detailing Page, below this question:
“Can Qnect use a maximum of 1/4 in. (6mm) shank projection past the bolt nut? Yes No”
Add this New Job Pref Question:
“At connections to columns with double angles bolted to column flange and to column web, should Qnect design connections with sufficient bolt clearances to allow connections to be first bolted to either column web or column flange? Y N
(Note: This option may mean larger gages and/or angles with less efficient connection design).”
CISC: Implement AISC-15 bolt holes preference
Add more setback preferences at column web framing condition
Material Grade to Plate Material Thickness Combinations: max thickness updates