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Re:ETABS Modelling

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You can go to CSI's web page

and look at Question 3.  It gives a procedure for modeling floor flexibility.

Good luck.

Tim Sheckler
Tim Sheckler, P.E.
Federal Emergency Management Agency 
National Earthquake Program
500 C St., SW  Room 416
Washington, DC 20472
(202) 646-2834

____________________Reply Separator____________________
Subject:    ETABS Modelling
Author: seaint(--nospam--at)
Date:       9/24/98 9:52 PM

Currently I am modeling a 10-Story RC Structure of Flat-Plate Slab with 
Shear Walls and Columns in UBC Seismic Zone 4. Could somebody
give me an idea or a procedure to model the said structure in ETABS
version 6.2 with flexible floors.


John E. Alcaras PE

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