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Author Message
  Topic: design of equipment foundation

Replies: 1
Views: 7460

PostForum: Past Discussions Year 2007   Posted: Thu Nov 22, 2007 3:08 am   Subject: design of equipment foundation

You can refer machine foundation design by Shrinivaslu or by Major.
That will cover analysis & design part of eqp. foundations.

Anand> To: anandrshah9[AT]hot...> Subject: d ...
  Topic: information

Replies: 1
Views: 2071

PostForum: Past Discussions Year 2006   Posted: Sun Apr 09, 2006 3:24 am   Subject: information
Can anybody recall the web site of stacy martyn based on earthquake data
pls. let me know.

Anand Shah

[quote]Message From rudra_nevatia[AT]yah...
To: anandrshah9[AT]hot...
  Topic: Refernce for P.T. slab detailing

Replies: 1
Views: 2451

PostForum: Past Discussions Year 2006   Posted: Tue Jan 10, 2006 2:54 am   Subject: Refernce for P.T. slab detailing
Can anybody suggest ACI or IS detailing manual for post tensioned
I want to understand some standard details related to back up bars, support
bars, ect.

Thanks & Regards,
Anand Shah
  Topic: floating coluns

Replies: 6
Views: 7577

PostForum: Past Discussions Year 2005   Posted: Mon Dec 05, 2005 3:42 am   Subject: floating coluns
We agree that as a structural engineer one should always avoid floating
columns & slab beams.
But, sometimes its not in our hand to restrict floating columns or slab
beams because of pressure fro ...
  Topic: steel fibers

Replies: 0
Views: 5939

PostForum: E-Conference 20th June 2005   Posted: Thu Jul 07, 2005 8:56 am   Subject: steel fibers
I have gone through the literature of novocon steel fibers & we have used it
for slab supported on ground as the replacement of regular steel bar. We
have referred ASTM & IRC standard for the ...
  Topic: negativism?,technicaldiscussion

Replies: 6
Views: 4480

PostForum: Past Discussions Year 2005   Posted: Mon Jun 06, 2005 6:32 pm   Subject: negativism?,technicaldiscussion
Respected seniors & dear colleagues

Lots of discussion is going on shaft supporting water tank these days. The
main thing revolves around Reduce value of R (so increase base shear eq
force) ...
  Topic: software to consider ecc?

Replies: 7
Views: 3364

PostForum: Past Discussions Year 2005   Posted: Sun May 08, 2005 6:14 pm   Subject: software to consider ecc?
reliabilty will depend on procedure we follow to caculate ecc manually.
either by simple formulas given in any book or finding by apporach suggest
by Anil K Chopra & Rakesh Goel in ASCE.

Regards ...
  Topic: State of construction

Replies: 6
Views: 4395

PostForum: Past Discussions Year 2004   Posted: Wed Nov 10, 2004 2:47 am   Subject: State of construction
Respected jain sir,

As u have mentioned about both the buildings must have designed by
" structural engineer " & constructed by " contractor ".
But in our profession,
any one ...
  Topic: Torsional Analysis

Replies: 8
Views: 5479

PostForum: Past Discussions Year 2004   Posted: Sun Oct 03, 2004 12:59 pm   Subject: Torsional Analysis
Dear Mr. Makarand,

Though Staad took account eccentricity automatically as per manual of staad,
some things
need to be varify.

Center of Rigidity of the particular floor
Positiion of Master node in ...
  Topic: shear reinfrocement

Replies: 0
Views: 6068

PostForum: Past Discussions Year 2003   Posted: Fri Dec 05, 2003 8:09 am   Subject: shear reinfrocement
Respected seniors and friends,

Interpretation of clause 12.1.5 and 12.1.6 of SP 34-1987 (page 189,
Ductility requirement of E. Q. resisting structure) states that, shear
capacity of flexural member ...
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