Etabs Mass Summary By Story Better Here

ETABS: Mass Summary by Story — Draft Article

Introduction

A concise guide on generating and interpreting mass summaries by story in ETABS, useful for structural engineers performing seismic and dynamic analysis.

A "better" report includes validation to ensure the model is accurate: etabs mass summary by story better

7. Case Study: How a "Better" Mass Summary Saved a 30-Story Tower

The Scenario: A firm in a high-seismic zone (Seismic Design Category D) ran ETABS and got a base shear of 1,500 kips. The design was proceeding. ETABS: Mass Summary by Story — Draft Article

You look at the bottom of your Mass Summary table. There is a number: Total Building Mass. Mass : The total mass assigned to a

R3 (Mass Moment of Inertia about Vertical Axis): This is the most overlooked and most critical value for torsional irregularities. A better engineer checks whether R3 is physically plausible. For a rectangular floor, $R3 \approx \fracMass12(a^2 + b^2)$. If your ETABS R3 is off by an order of magnitude, your torsional response (and consequently, accidental torsion) will be wildly inaccurate.

The report provides a tabular breakdown of mass at each story level, derived from the Mass Source definition. Otte International : Found under

  1. Self-mass of frame, shell, and solid elements (from material density).
  2. Added mass from specified loads (Dead, Live, Snow, etc.) modified by mass source definitions.
  3. Diaphragm constraints (lumped mass at the center of rigidity).