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Author Message
  Topic: Two way slab
dssisodiya

Replies: 21
Views: 12552

PostForum: SEFI General Discussion   Posted: Tue May 16, 2017 6:00 am   Subject: Two way slab
even if a single slab if there are beams on all sides, the slab does not behave as simply supported as
the slab ends are monolithic with end beams  and the beams resist uplift of slab ends.



...
  Topic: [Structural Engineering Consultancy Fees] Introductory Remarks
dssisodiya

Replies: 35
Views: 24643

PostForum: Econference on State of Structural Engineering Practice and Education   Posted: Mon Feb 22, 2016 6:00 am   Subject: [Structural Engineering Consultancy Fees] Conculding Remarks <Edited>
Respected Sir,
whether the summary takes the structure engineering
to somewhere at better position?
I think it does not unless and until we come out with some  strong resolutions.
In my opinion ...
  Topic: sub : structural engineering practice
dssisodiya

Replies: 7
Views: 6643

PostForum: Econference on State of Structural Engineering Practice and Education   Posted: Mon Feb 15, 2016 6:44 am   Subject: sub : structural engineering practice
Respected all eminent structure engineers ,
most of the structure engineers have cited problems with
some solutions,Here I propose that a SWOT analysis be made and
a draft be floated to overcome t ...
  Topic: Regarding two concepts....
dssisodiya

Replies: 7
Views: 4118

PostForum: SEFI General Discussion   Posted: Thu Dec 26, 2013 5:17 am   Subject: Regarding two concepts....
ans1-while modelling take top of footing as start of column -say z=-1500,
for plinth level or ground beam or combination of ground and plinth beams
accordingly take height of column, for example gr ...
  Topic: Please clarify
dssisodiya

Replies: 27
Views: 11837

PostForum: SEFI General Discussion   Posted: Thu Jul 04, 2013 6:47 am   Subject: Please clarify
in RISA  there is facility to define a beam with multiple nodes between supports
as a single element.
In Struds also a beam with intermediate nodes, beam is designed as single element
with point l ...
  Topic: Column ties arrangements
dssisodiya

Replies: 21
Views: 13034

PostForum: SEFI General Discussion   Posted: Thu Jul 04, 2013 6:39 am   Subject: Column ties arrangements
rcc structures r designed as per frame analysis .
Column sizes depend upon loads and spans and not decided by thumb rules / experience .
As per IS13920 for 5m or bigger spans the minimum size of col ...
  Topic: Waterproofing
dssisodiya

Replies: 29
Views: 26052

PostForum: SEFI General Discussion   Posted: Sun May 26, 2013 7:13 am   Subject: Waterproofing
any smooth surface with proper slope allows water to drain out, retained water tries to go where ever it finds weak paths.
water the smart one finds weakest points first and goes in the concrete.
to ...
  Topic: Cracks in slab
dssisodiya

Replies: 38
Views: 16582

PostForum: SEFI General Discussion   Posted: Sat Mar 23, 2013 8:39 am   Subject: Cracks in slab
the cracks may be due to other reasons as well like fine sand, fine sand with higher silt percent,higher wc ratio and higher temperature during casting and late curing.
behavior of bigger span slabs ...
  Topic: consultancy fee structure
dssisodiya

Replies: 152
Views: 131735

PostForum: SEFI General Discussion   Posted: Mon Jan 28, 2013 10:18 am   Subject: consultancy fee structure
respected all,
namaskar,
hearing to all learned ones its clear that strucutre engineers are  getting least importance and least fee as well.
the reasons may be many but structure engineers do not l ...
  Topic: Reinforcement detailing
dssisodiya

Replies: 13
Views: 6628

PostForum: SEFI General Discussion   Posted: Wed Feb 29, 2012 7:28 am   Subject: Reinforcement detailing
i think on your own you can not alter the drawings, but the consultant can change the steel .moving steel towards neutral axis is to reduce stresses in the steel and hence you have to increase steel i ...
 
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