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: Fri May 15, 2015 11:57 am Post subject: Wall/Column Footing and Min Reinforcement
1. Iam Working for Hydro Power Projects, in which I have a 1m thick wall and Column 0.8x0.8m having Height of around 12m which is coming over Plumb Concrete of Grade M10/M15. Shall I need to calculate foundation size or can erect directly leaving Dowels from Plumb Concrete.
2. I have Pier of 2m thick which is getting designed for maximum load cases for Main Vertical Reinforcement and provided the same. For Distribution reinforcement is there any provision that I can reduce min. reinforcement below 0.12% of Gross Cross sectional area as per IS 456.checkd the same in ACI 318 Clause: 14.3.4 can I get same clause in any indian code.
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 can attach files in this forum You can download files in this forum