[SEFI] Re :Re: Connection of Steel with Precast Concrete

4 views
Skip to first unread message

Sarfaraz

unread,
Aug 24, 2008, 2:15:29 AM8/24/08
to gen...@sefindia.org
Dear Anuj,Thanks for your reply, sorry but I didnt get the point clearly? If Im not mistaken is it that we should provide insert plates in the precast slab at the point of connection? Also I forgot to mention that its a Precast Hollow Concrete block Slab. Please reply. Regards,SarfarazOn Sat, 23 Aug 2008 21:22:36 0530 gen...@sefindia.org wroteDear Sarfaraz,Bolted Connection is a possible option,Since your precast slab panels need to be connected to steel members,kindly search for details about it.Otherwise welding is an option,in both cases the weld plate or the bolts have to be designed for tension and should have sufficient strength.You can seek expert coments from ARC or Subramaniam Sir or Vikramjeet in this regard.I have noted their comments on any topic to be most informative and appropriate.Regards,Anuj.On 8/23/08, Sarfaraz wrote: --auto removed--




-------------------- m2f --------------------

Structural Engineers Forum of India


See the full topic with messages in chronological order using the link at bottom of this message.
Manage Your Mailing Preferences: http://www.sefindia.org/forum/m2f_usercp.php
Manage Your Digest Preferences: http://www.sefindia.org/forum/digests.php
Update Your Profiles: Please login to your account and update your profile, which is like a personal web page listing about you and your expertise. Helps you to network with professionals and industry. Get your user/password here http://www.sefindia.org/?q=user/password and go to my account area and click on edit tab.
Search SEFI Site before you make new post:You may get quick answer to your query by searching SEFI archive. Do make sure you search SEFI archive before opening a new topic. Visit the site experience the search features here.

Read this topic online here:
http://www.sefindia.org/forum/viewtopic.php?p=8182#8182

-------------------- m2f --------------------
Reply all
Reply to author
Forward
0 new messages