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Re:ETABS Modelling

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John,

You can go to CSI's web page

http://www.csiberkeley.com/FAQ/faq.htm

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
tim.sheckler(--nospam--at)fema.gov


____________________Reply Separator____________________
Subject:    ETABS Modelling
Author: seaint(--nospam--at)seaint.org
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.

Thanks,

John E. Alcaras PE

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