Apr 10, 2006 #1 DENSAL55 Civil/Environmental Jan 3, 2006 43 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 Jan 3, 2006 43 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 Sep 28, 2002 147 Piers and spandrels can be assigned for frame elements also. Upvote 0 Downvote
Apr 23, 2006 Thread starter #4 DENSAL55 Civil/Environmental Jan 3, 2006 43 thank you Murali27 Upvote 0 Downvote
