Warning: Make sure you scan the downloaded attachment with updated antivirus tools before opening them. They may contain viruses. Use online scanners here and here to upload downloaded attachment to check for safety.
Posted: Sun Aug 06, 2017 3:07 pm Post subject: Ductile reinforcement in pre-stress concrete
i have a doubt in ductility rebar in prestressed concrete. while designing flexture member in RAPT software the rebar graph shows reinforcements in bottom of column beam junction. my design criteria design is to avoid such reinforcement and we increase the dimension of the beam to avoid such reinforcements. can any one please tell me why the ductile reinforcements are coming and why the should be avoided.
You cannot post new topics in this forum You cannot reply to topics in this forum You cannot edit your posts in this forum You cannot delete your posts in this forum You cannot vote in polls in this forum You cannot attach files in this forum You cannot download files in this forum