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Author Message
  Topic: Storey Drift
er_spsvasan

Replies: 1
Views: 1769

PostForum: Past Discussions Year 2005   Posted: Fri Jan 07, 2005 4:27 am   Subject: Storey Drift
Dear All,

Like Anand Shaw I am also facing storey drift problem
in one of my designs.

When I refer to NEHRP2000 documents, I find that
various limiting values for storey drift have been
specified ...
  Topic: Time lag between casting of beams and slabs
er_spsvasan

Replies: 0
Views: 1573

PostForum: Past Discussions Year 2004   Posted: Sun Feb 08, 2004 3:03 pm   Subject: Time lag between casting of beams and slabs
Hello everybody,

I just want to add two more points to the detailed discussion that has taken place.

1. Only "cold joints" are prohibited. i.e. joints made after the initial setting of fir ...
  Topic: Large dia water tank
er_spsvasan

Replies: 0
Views: 1535

PostForum: Past Discussions Year 2004   Posted: Sun Feb 08, 2004 3:01 pm   Subject: Large dia water tank
Hello B.J.Gupta,

As already discussed, provision of vertical expansion joints in large circular water tanks will destroy the hoop action. Sliding joints at top and bottom of the wall can relieve the ...
  Topic: Different grades of concrete for columns and beams
er_spsvasan

Replies: 0
Views: 1738

PostForum: Past Discussions Year 2004   Posted: Sun Feb 08, 2004 3:00 pm   Subject: Different grades of concrete for columns and beams
Hello Rahul Jayant Kulkarni,
In your message dated Jan 14, you had mentioned that when the concrete strength in beam is less than the concrete strength in column, some international codes permit the u ...
  Topic: SEFI - Thoughts for the first anniversary
er_spsvasan

Replies: 0
Views: 1517

PostForum: Past Discussions Year 2004   Posted: Sun Feb 08, 2004 2:56 pm   Subject: SEFI - Thoughts for the first anniversary
Hello Everybody,

I think SEFI is doing fine and should continue on the same lines.

I am willing to become a paying member of SEFI or to make voluntary contribution to SEFI as per the decision taken ...
  Topic: Searles Spiral - Rajesh Patnaik's query on 25 Nov 03
er_spsvasan

Replies: 0
Views: 5481

PostForum: Past Discussions Year 2003   Posted: Tue Dec 02, 2003 1:03 am   Subject: Searles Spiral - Rajesh Patnaik's query on 25 Nov 03
Hello Rajesh

Searles spiral is dealt with in "Field Engineering - A
handbook of the Theory and Practice of Railway
Surveying, Location and Construction" by Searles,
Ives, and Kissam publish ...
  Topic: -Searles spiral - Query from Rajesh Patnaik on 25/11/03
er_spsvasan

Replies: 0
Views: 5205

PostForum: Past Discussions Year 2003   Posted: Tue Dec 02, 2003 12:43 am   Subject: -Searles spiral - Query from Rajesh Patnaik on 25/11/03
Hello Rajesh

Details of Searles spiral are available in “Field
Engineering - A Handbook of the Theory and Practice
of Railway Surveying, Location, and Construction - Vol
I” by Searles, Ives & Ki ...
  Topic: Daily Digest Sat Nov 22 23:00:01 2003
er_spsvasan

Replies: 0
Views: 3391

PostForum: Past Discussions Year 2003   Posted: Mon Nov 24, 2003 1:22 am   Subject: Daily Digest Sat Nov 22 23:00:01 2003
Hello M.C Upadyay,

It is customary to provide long slots in base plates at one end of the trusses.. This type of support is not a true roller support. But it is believed that, for slowly developing f ...
  Topic: Daily Digest Thu Nov 20 23:00:01 2003
er_spsvasan

Replies: 0
Views: 3510

PostForum: Past Discussions Year 2003   Posted: Mon Nov 24, 2003 1:18 am   Subject: Daily Digest Thu Nov 20 23:00:01 2003
Hello Vipul Ahuja and S.V.Joshi,

To the best of my knowledge, work on IS:4998 Part II commenced in the late seventies but has been standing still for more than 20 years now. I do not know the reason. ...
  Topic: Daily Digest Tue Nov 18 23:00:02 2003
er_spsvasan

Replies: 0
Views: 3585

PostForum: Past Discussions Year 2003   Posted: Mon Nov 24, 2003 1:14 am   Subject: Daily Digest Tue Nov 18 23:00:02 2003
Hello Sunil Gandhi,

1. I think that for a very large area of slab it is necessary to provide expansion joints. The spacing of expansion joints in sheltered area can be much larger than for a slab in ...
 
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