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Modelling of Precast Slabs in Etabs

 
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Shahid Goundi
SEFI Regulars
SEFI Regulars


Joined: 26 Nov 2011
Posts: 25
Location: Pune
PostPosted: Tue Oct 13, 2015 7:41 am    Post subject: Modelling of Precast Slabs in Etabs Reply with quote
Dear All,

I am working on a design of Precast office Building. I have to design Double Tee Slab as floor element with structural screed of 60mm. My problem is to model the double tee slab in Etabs.


I have two options for modelling double tee slab
Option 1: Modeling Regular shell element with equivalent thickness
Option 2: Modelling stem of double tee as secondary beam and slab of Slab            120mm thk spanning in one direction .
So please can any one help me to decide which option is better. Or there is any other way that i can model Double Tee Slab

I have attached the typical DT Slab Section and the slab is 9m long.


LIVE LOAD=400kg/sqm
SIDL=250kg/sqm

Mohd Shahid Goundi
NITK Surathkal
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