QuickQnect® Release Notes: March 2023

Add user_id (email address) to the User Admin page when seeing the list of names

In-Model Review new change

• Made 2 separate tools (In-Model Review, and In-Model Checking), the In-Model review will have the approval option and the In-Model Checking will have the checking option
• Added color next to start and end as below

• Renamed the buttons as below

• Minimized the button 3 window while In-Model review is working
• Moved the browse buttons for drawings and sketches to be under settings

• Added export and import option to allow users to export in model review comments, status, approved by, etc... and import them because the EOR is going to use the model and then after they finish the work they will export  and send it to the detailing team which will need to import the in model review data into their model.
• 2- can we please add fourth button with color blue and rename it Ready for Review

Job override warning - When button one is pressed the user specifies the default Job to use. If any of the connections included in the submission when Submit is pressed has an override job that differs from the job put in on button 1, the user should receive a pop up warning window saying “One or more of the connections sent has a Job Preference override that will be used in place of what you entered on button 1.”

Allow doubler to kdes at CJP welds - AISC

• AISC CODE JOB PREFRENCES:
• After these questions in the Fabricator Detailing Preferences page:
• What is shop's preference for allowable fillet encroachment within kdet?
• In Column Web
• In Support Girder and Filler Beam Webs
  
  
• Add these questions and pulldown options:
• What is shop's preference for allowable reinforcement plate encroachment at CJP welds:
• At Column web doubler plate:
  • (Pulldown options)
  • Standard (AISC figure 10-3)
  • 0 from kdet
  • 1/16 from kdet
  • 1/8 from kdet
  • 3/16 from kdet
  • 0 from kdes
  • 1/16 from kdes
  • 1/8 from kdes
  • 3/16 from kdes
• At Beam web doubler plate:
  • (Pulldown options)
  • Standard (AISC figure 10-3)
  • 0 from kdet
  • 1/16 from kdet
  • 1/8 from kdet
  • 3/16 from kdet
  • 0 from kdes
  • 1/16 from kdes
  • 1/8 from kdes
  • 3/16 from kdes
• ENGINEERING/MODELLING:
• For column web doublers used in moment connections, for case of CJP welds of doubler to column flange,
• continue the web doubler until the allowable encroachment per the user preference choice in the new question
• above.
• For beam web doublers used in filler beams at girder support, for case of CJP welds of doubler to beam flange,
• continue the web doubler until the allowable encroachment per the user preference choice in the new question
• above.