When checking the Seismic Provisions option in a CBB Connection the demand in the results output is 0 for all brace-gusset, gusset-beam, and gusset-column interface limit state checks. Is there a patch or expected fix for this?

Where is the option for "Additional Vertical Load" on the vertical brace member? This was previously an option and allowed the use of Case 2 of the Uniform Force Method to reduce shear demand on the beam connection?