jeanpauld
Structural
- Mar 22, 2011
- 3
Hi,
From France... I have been using FEM software -mainly for mechanical structural design.
Since 2005 I work as a civil structural engineer (housing buildings). I work with ESA PRIMA WIN and CBS PRO to determine effort/stress and concrete detailing with Robot.
Up to now, calculations and local code and practises allowed (in my region) use of software like CBS Pro or Arche (Graitec).
But with introduction of Eurocodes and my region entering seismic era I would like to use more advanced software as Etabs seems to be.
(1) My fisrt question is : does Etabs contains Eurocodes with French NAD (EC 2 3 5 and 8)(as I have not found detailed list of design codes on C&S inc)?
(2) I have read a lot you using Excel-like sheets to produce detailled concrete reinforcement. How do you do when you have 10s of beams to "draw" ? Do you calculate them 15cm per 15cm entering manually N V M T? or can the steel reinforcement areas can be used safely ?
Thank you for reading, and enventually answering
From France... I have been using FEM software -mainly for mechanical structural design.
Since 2005 I work as a civil structural engineer (housing buildings). I work with ESA PRIMA WIN and CBS PRO to determine effort/stress and concrete detailing with Robot.
Up to now, calculations and local code and practises allowed (in my region) use of software like CBS Pro or Arche (Graitec).
But with introduction of Eurocodes and my region entering seismic era I would like to use more advanced software as Etabs seems to be.
(1) My fisrt question is : does Etabs contains Eurocodes with French NAD (EC 2 3 5 and 8)(as I have not found detailed list of design codes on C&S inc)?
(2) I have read a lot you using Excel-like sheets to produce detailled concrete reinforcement. How do you do when you have 10s of beams to "draw" ? Do you calculate them 15cm per 15cm entering manually N V M T? or can the steel reinforcement areas can be used safely ?
Thank you for reading, and enventually answering