View previous topic::View next topic |
Author |
Message |
p_kadam at vsnl.com Guest
|
Posted: Tue Jul 19, 2005 6:09 amPost subject: (e-conf): Fe 550,600 |
|
|
Dear all,
joshiconsultants9@gmail.com wrote
quote
Fe 550 and Fe 600 grade steel need not be introduced as this will not serve any purpose for their use in earthquake resistant reinforced concrete structures.
The relevant paper on this discussion is sent toadmin@www.buonovino.com for uploading.
unquote.
Is explanation for non-acceptance of Fe 550,600 included in above-mentioned paper?If yes & admn uploads shortly its OK. Else author may please send the same in message form.
regards,
P Kadam
Posted via Email |
|
Back to top |
|
|
|
|
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 Youcanattach files in this forum Youcandownload files in this forum
|
|
|