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Author Message
  Topic: Practice of Ignoring Beam Moments in Column Design
karthidraw2010

Replies: 17
Views: 6969

PostForum: SEFI General Discussion   Posted: Sat Nov 14, 2015 6:59 am   Subject: Practice of Ignoring Beam Moments in Column Design
Dear All,

I have strongly agree with Mr. N. Prabhakar sir, Dr. N. Subramanian Sir and Prof. A. R. Chandrasekaran sir.
Ignoring the beam moments in column design is really wrong practice and Approv ...
  Topic: Existing slab strengthening methods
karthidraw2010

Replies: 7
Views: 4028

PostForum: SEFI General Discussion   Posted: Wed May 13, 2015 5:09 am   Subject: Existing slab strengthening methods
Hello Rabinder,

I agree with Er. jayakumar.

I have done the slab strengthening work for 10'0" X 10'0" & 12'0" x 5'0" slab for G+1 Residence.

The 2nos - 150mm steel be ...
  Topic: Ground Beam Design
karthidraw2010

Replies: 17
Views: 11556

PostForum: SEFI General Discussion   Posted: Thu Mar 27, 2014 11:24 am   Subject: Ground Beam Design
Thanks G.P Sir,

i am having the parameters from site soil test report. Could you tell me, how to do the model in STAAD.

Thanks & Regards
Karthikeyan.N
  Topic: Modelling beams on elastic foundation in Staad
karthidraw2010

Replies: 1
Views: 1660

PostForum: SEFI General Discussion   Posted: Wed Mar 26, 2014 11:57 am   Subject: Modelling beams on elastic foundation in Staad
Experts please explain the above post by Mr. shariff
  Topic: Ground Beam Design
karthidraw2010

Replies: 17
Views: 11556

PostForum: SEFI General Discussion   Posted: Wed Mar 26, 2014 11:09 am   Subject: Ground Beam Design
Thank you Rangarajan Sir, Could you please guide me, how to do the Beam on elastic support in STAAD...

Regards
Karthikeyan.N
  Topic: Ground Beam Design
karthidraw2010

Replies: 17
Views: 11556

PostForum: SEFI General Discussion   Posted: Tue Mar 25, 2014 9:03 am   Subject: Ground Beam Design
Thanks KB

Sir, Could you please guide me, how to consider the grade beam design in STAAD model and ETAB model..(the Grade beam resting on beneath soil)



STAAD & ETAB expert please reply ...
  Topic: Ground Beam Design
karthidraw2010

Replies: 17
Views: 11556

PostForum: SEFI General Discussion   Posted: Mon Mar 24, 2014 11:45 am   Subject: Ground Beam Design
Thanks Srinivasan,

Sir, The 1 story brick wall height 4.26m (from Grade beam to roof level beam).
In that regards, whether we could design the beam as like continuous grade beam as per IS2911 or ...
  Topic: Ground Beam Design
karthidraw2010

Replies: 17
Views: 11556

PostForum: SEFI General Discussion   Posted: Sat Mar 22, 2014 10:15 am   Subject: Ground Beam Design
Thanks Rajan and Manohar,.

Rajan Sir, i gone through the IS2911 part 3-1980,Clause 5.3 grade beams. Thank you.

Could you please tell me, the grade beam does not transfer the brick wall loads to ...
  Topic: Ground Beam Design
karthidraw2010

Replies: 17
Views: 11556

PostForum: SEFI General Discussion   Posted: Fri Mar 21, 2014 7:07 am   Subject: Ground Beam Design
Dear Sir,

The Ground beam (plinth beam) resting on the underneath soil (Natural soil above PCC + sand filling) and connected between the columns (for framed structure). Ground floor brick wall rest ...
  Topic: Roof slab with minimum slope
karthidraw2010

Replies: 5
Views: 2857

PostForum: SEFI General Discussion   Posted: Tue Aug 13, 2013 4:19 am   Subject: Roof slab with minimum slope
Dear Sir,

Thanks for your comments,

i agree with your point , filling material only for better control.

my thinking is try to avoid the filling material weight and control with less slope ...
 
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