Versions Compared

Old Version 10

changes.mady.by.user Mike Abell

Saved on

compared with

New Version Current

changes.mady.by.user Ondrej

Saved on

Key

  • This line was added.
  • This line was removed.
  • Formatting was changed.

...

Since these modular ratio are different, transformed inertia varies between strength, deflection, and vibration analysis.

Show if
groupeditors

Related Incident:

Creep factor 195684 - For both LRFD and ASD, Ec should be computed directly from ACI 8.5, though ETABS does not currently follow such process while implementing this formulation. This article reflects the current ETABS application process. Regardless, results are not affected since concrete density is manually input according to that specified for deck material within ACI 8.5.