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  Topic: Why do we oly consider service loads while designing footing
es_jayakumar

Replies: 5
Views: 6670

PostForum: Freshers' Zone   Posted: Sun Oct 10, 2021 2:04 am   Subject: Why do we oly consider service loads while designing footing
In continuation to the comments by Er.Zia, an article of me on the "Geotechnical Design of Foundations by LSD" published in the current CE&CR Magazine (excerpt attached) is expected to t ...
  Topic: Load bearing Masonry building Design
es_jayakumar

Replies: 20
Views: 3044

PostForum: SEFI General Discussion   Posted: Fri Jul 16, 2021 3:22 am   Subject: Re: Load bearing Masonry building Design
Load bearing masonry building:
As a designer , not much difference while attempting design of masonry building :
FOUNDATIONS
Foundation in form of stepped footings of bwork with base concrete of pc ...
  Topic: ANSYS Help: Computaion of Bending moment in Beam/Frame (Solid element)
es_jayakumar

Replies: 6
Views: 1382

PostForum: Evaluate my Model   Posted: Thu Jul 15, 2021 3:23 pm   Subject: ANSYS Help: Computaion of Bending moment in Beam/Frame (Solid element)
For deep beams under bending, simple bending theory is is not much compatible, I think. Strut and Tie approach is perhaps more rational.

E S Jayakumar
  Topic: ANSYS Help: Computaion of Bending moment in Beam/Frame (Solid element)
es_jayakumar

Replies: 6
Views: 1382

PostForum: Evaluate my Model   Posted: Wed Jul 14, 2021 2:52 am   Subject: ANSYS Help: Computaion of Bending moment in Beam/Frame (Solid element)
Solid modeling in STAAD gives axial stresses, and not BM values, as intimated by Er.Vikramjeet. I modeled a simply supported solid beam carrying UDL, inquisitively. Please note that roller support sh ...
  Topic: SHEAR FORCE IN TWO WAY SLAB
es_jayakumar

Replies: 9
Views: 2157

PostForum: SEFI General Discussion   Posted: Fri Jul 09, 2021 4:33 pm   Subject: SHEAR FORCE IN TWO WAY SLAB
You are welcome, Er.Ramakanth....
N.Subramanian sir, in his famous book "Design of Reinforced Concrete Structures" has given a table (TABLE 10.5, page-375) that lists coefficients to work o ...
  Topic: SHEAR FORCE IN TWO WAY SLAB
es_jayakumar

Replies: 9
Views: 2157

PostForum: SEFI General Discussion   Posted: Sun Jul 04, 2021 7:10 am   Subject: SHEAR FORCE IN TWO WAY SLAB
I analysed the square slab in question using plate elements of STAAD, for 3 edges discontinuous and one edge fixed condition. The findings are as below :
1. Total support reaction on the continuous ...
  Topic: SHEAR FORCE IN TWO WAY SLAB
es_jayakumar

Replies: 9
Views: 2157

PostForum: SEFI General Discussion   Posted: Thu Jul 01, 2021 4:06 pm   Subject: SHEAR FORCE IN TWO WAY SLAB
I hope, the attached material will be useful in this context :

E S Jayakumar
  Topic: Regarding Design of Plinth Beam
es_jayakumar

Replies: 17
Views: 5115

PostForum: SEFI General Discussion   Posted: Tue Jun 22, 2021 1:56 am   Subject: Regarding Design of Plinth Beam
On many occasions we provide Grade Beams at or below the GL. They carry the load of the plinth masonry, in addition.

E S Jayakumar
  Topic: Ceiling Plaster Collapse/de-bonding reasons and Repair guidelines needed
es_jayakumar

Replies: 6
Views: 1849

PostForum: SEFI General Discussion   Posted: Sat Jun 12, 2021 7:21 am   Subject: Ceiling Plaster Collapse/de-bonding reasons and Repair guidelines needed
If re-plastering is done, it is advisable to use polymer (SBR) modified cement mortar, for better adhesion to the old concrete soffit / ceiling.

E S Jayakumar
  Topic: When to consider pinned base for Portal frames
es_jayakumar

Replies: 9
Views: 1824

PostForum: SEFI General Discussion   Posted: Wed May 26, 2021 1:58 pm   Subject: When to consider pinned base for Portal frames
Sir,
Suppose this is the base of a Mono-Pole structure used for Telecommunication / power transmission. If we assume the base as hinged for design purpose, the structure will be unstable, under horiz ...
 
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