Etabs Mass Summary By Story Apr 2026
But here is a hard truth:
If you model a semi-rigid diaphragm, ETABS distributes mass to every joint in the slab. If you model a rigid diaphragm, ETABS lumps the entire floor’s mass at the Center of Mass (CM). etabs mass summary by story
If you modeled a concrete slab but forgot to assign Self Weight Multiplier = 1 (under ), ETABS will only include the superimposed dead loads (finishes, partitions) and completely ignore the 150 pcf concrete you just modeled. But here is a hard truth: If you
If you use Rigid Diaphragms, your Mass Summary will show a single point mass at the CM. This is fine for simple boxes. But if you have a podium slab or a building with a hole (an atrium), using a rigid diaphragm will overestimate torsion because mass is artificially concentrated. If you use Rigid Diaphragms, your Mass Summary
