***Single Angle Bracing to column web and column flange is now live.***
Vertical Bracing, Single Angle - Update BOP Report for single angle vertical bracing
Vertical Bracing - Fix text in calc, the calc was correct but the text showing on report was off.
Fixed the text in this calc from this:
Resultant Load per inch per weld, fres = (fv^2 * fa^2)^0.5 = 3.24 kips/in/weld
To this (plus sign instead of multiplication):
Resultant Load per inch per weld, fres = (fv^2 + fa^2)^0.5 = 3.24 kips/in/weld
Desktop: Was able to reinsert connection after changed compression load in column UDA. This has been resolved.
Fix no-connect with horizontal offset > 6.00 in for opposite End Plates. For opposite connections that are greater than 6", the end plates connections will be two components.
Output Brace Tension Yield Rupture Noconnect Reason added for Single Angle Vertical Bracing
Qnect-Cplus: Update Full Depth Shear Plate design checks for special case integrity loads