Hello, Someone in our office has a building model and has been checking beams with web openings. On one beam in particular, the report does not indicate the beam is failing, but the view update and heat map both show D/C ratio is exceeded. I deleted…

All, I read through the FAQ "Why are my composite beams being designed as non-composite members?' section but am still confused why RAM SS and SBeam both has po<5.6 limits for web penetrations, even for composite beams. I used Design Guide as an reference…