Warning:Make sure you scan the downloaded attachment with updated antivirus tools before opening them. They may contain viruses. Use online scannershereandhereto upload downloaded attachment to check for safety.
Posted: Fri Mar 16, 2018 9:05 amPost subject: clause 5.1.1
What could be the height limit of the building of a building where only 50% columns are tied in Moment frame . The structural walls are also not properly connected to diaphragm, located in isolation with slab . Under which structural system this building will fall ?
what will be the ideal Value of R in such case as per I.S.1893-2016?
Youcannotpost new topics in this forum Youcannotreply to topics in this forum Youcannotedit your posts in this forum Youcannotdelete your posts in this forum Youcannotvote in polls in this forum Youcannotattach files in this forum Youcannotdownload files in this forum
Subscriptions
FAQ
Search
Memberlist
Usergroups
Register
Donate
Profile
Log in to check your private messages
Log in to website
