Ram Connection - HSS Column Beam Brace Is column end

I am using Ram Connection to design a Column Beam Brace bolted gusset connection with an HSS Column and brace, and a wide flange beam - connected to the column via single shear plate. When I have the Is...
Ram connection using Hb force component instead of Hc as the axial force at the vertical brace connection's beam-to-column interface.

At the vertical brace connection framing-to-beam-column junction , it appears that the Hb force component (required shear force on the gusset-to-beam connection) is considered as the axial force at the...
error contains erroneous data

STAAD SPACE START JOB INFORMATION ENGINEER DATE 04-Sep-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 2.05 0 0; 3 3.15001 0 0; 4 5.55001 0 0; 5 6.90001 0 0; 6 9.35002...
What is this error about **ERROR- TOO MANY LOAD COMBINATION CASES ARE AFTER THE CHANGE COMMANDS. LIMIT=200. *** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA.

What is this error about **ERROR- TOO MANY LOAD COMBINATION CASES ARE AFTER THE CHANGE COMMANDS. LIMIT=200. *** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA. Please help me to resolve this err...
Vertical Cross Bracing Failed.

I got two filed column, then I added cross bracing there, coulmn found passed but the brcaing is not passes, not with big section. Please check the issue. you can change the type of bracing, please make...