Hello,
I want to make sure I understand how RAM SS is analyzing my brace frame model with the eccentric lateral load. I understand that RAM automatically calculates the inherent torsion from the calculated center of mass and center of rigidity. However, for the accidental torsion do I input the 5% [per ASCE 7-10 Section 12.8.4.2] into Loads > Masses > % Eccentricity? RAM will then add this to the inherent torsion, correct?
If I find that there is a Torsional or Extreme Torsional Irregularity [per ASCE 7-10 Table 12.3-1] how do I apply the Ax factor to the torsion [per ASCE 7-10 Equation 12.8-1]?
Thank you for the help!