Apr 10, 2006 #1 DENSAL55 Civil/Environmental Joined Jan 3, 2006 Messages 43 Location DZ When columns and beams are modelised with Piers and Spandrels what's more than when they are modelised by frames elements.
When columns and beams are modelised with Piers and Spandrels what's more than when they are modelised by frames elements.
Apr 18, 2006 Thread starter #2 DENSAL55 Civil/Environmental Joined Jan 3, 2006 Messages 43 Location DZ Normaly columns and beams are modelised with frames elements. Etabs allow modelisation of these elements with piers and spandrels. is piers and spandrel disigned for shell elements only or not ? Thanks. Upvote 0 Downvote
Normaly columns and beams are modelised with frames elements. Etabs allow modelisation of these elements with piers and spandrels. is piers and spandrel disigned for shell elements only or not ? Thanks.
Apr 21, 2006 #3 Murali27 Structural Joined Sep 28, 2002 Messages 147 Location GB Piers and spandrels can be assigned for frame elements also. Upvote 0 Downvote
Apr 23, 2006 Thread starter #4 DENSAL55 Civil/Environmental Joined Jan 3, 2006 Messages 43 Location DZ thank you Murali27 Upvote 0 Downvote