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jc ...
Joined: 07 May 2010 Posts: 180
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Posted: Mon Jun 06, 2011 1:55 am Post subject: |
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Dear Mr. Rajan,
please kindly mail the example pdf file to the following address:
james_chan84@yahoo.com
thanks |
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sakumar79 ...
Joined: 18 Apr 2008 Posts: 713
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Posted: Mon Jun 06, 2011 2:09 am Post subject: |
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Dear Mr. Rajan,
Please send a copy of the file to me at sakumar79@rediffmail.com...
Thanking you,
Yours sincerely,
Arunkumar |
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Hashmi SEFI Member
Joined: 22 Oct 2008 Posts: 15
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Posted: Mon Jun 06, 2011 6:22 am Post subject: Re: ETAB Step by step example with wind and seismic loading |
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rajancivildesign wrote: | Dear SAFIANS,
I have a soft copy of ETAB example step by step procedure for Indian code with seismic, wind loading. Those who have interested can receive the same through email.
My email Id is: rajancivildesign@gmail.com.
V.M.RAJAN. |
Dear Rajan Sir,
Please send me the soft copy to my mail id i.e muddushah@gmail.com,
Thanking you for sharing the valuable thigs
Regards
S M Hashmi |
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kamat.gaurav SEFI Member
Joined: 05 Oct 2009 Posts: 18 Location: Bangalore
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Posted: Tue Jun 14, 2011 3:30 am Post subject: |
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Dear Hrushikesh,
Your observations regarding the different types of area objects are more or less correct. However, if you want to use the coefficients from IS 456: 2000 for the design of slabs then better model slabs as "membranes". But if you want to model area objects as "shells" then as you mentioned the forces found in beams are lesser than the ones found using "membrane". If you design beams using those "lesser" forces and slabs using coefficients, the equillibrium of forces will not be met. To overcome this issue, you can design the slabs using "SAFE" for the forces that it has captured during analysis.
I hope this will help.
Regards,
Gaurav Kamat |
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ambition SEFI Member
Joined: 06 Mar 2013 Posts: 1
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Posted: Wed Mar 06, 2013 6:18 am Post subject: |
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dear all !
This is clip about diffirent between membrane and shell. The moment in " shell " case is reduced !
http://www.youtube.com/watch?v=nHkpTSXaCL8 |
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ncclerp SEFI Member
Joined: 29 Jun 2010 Posts: 1
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Posted: Thu May 02, 2013 9:34 pm Post subject: ETAB example |
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Dear Mr. Rajan,
This is Ravi varma . plz send the ETAB example step by step procedure for Indian code .
regards
ravi varma
royalsapt@gmail.com
ncclerp@gmail.com |
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deviationz SEFI Regulars
Joined: 07 Mar 2009 Posts: 32
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Posted: Thu May 02, 2013 10:03 pm Post subject: |
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When you have a beam-slab or when you have precast floors, it is advisable to model them as membrane elements in order to capture the beam forces/moment correctly.
When a shell element is defined (supported by a beam), the shell elements is much stiffer than the frame element (unless the beam is very deep) and as a result, the beam moments are under-estimated.
A proper way to capture the moments at a cross-section is by defining section cuts, which include the frame element and shell element (using an assumed effective width).
Alternatively, you can define a T-beam when defining a frame member by adding an effective flange width. The only downside is that the self-weight will be over-estimated because of the overlap between the floor element and the effective flange. |
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sahilmujawar ...
Joined: 17 Mar 2012 Posts: 118
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Posted: Mon May 06, 2013 7:21 am Post subject: link for file |
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See this link also
Manual Program for Use in ETABS Seismic Analysis of Structures:
http://www.
4shared
.com/office/zvNjT5XL/MANUAL_PROGRAM_FOR_USE_IN_ETAB.html |
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ABHAY BHANDARI SEFI Member
Joined: 24 Oct 2017 Posts: 3
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Posted: Wed Sep 12, 2018 7:25 am Post subject: |
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dibesh2063 wrote: | Dear Mr. Rajan,
please kindly mail the example pdf file to the following address:
dibesh2063@hotmail.com
with thanks in advance,
dibesh |
sir, please send me the example of the file in the following address.
Email: bbyapak@gmail.com |
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Manohar.D SEFI Member
Joined: 10 Feb 2017 Posts: 3
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Posted: Sun Mar 10, 2019 2:15 pm Post subject: Re: ETAB Step by step example with wind and seismic loading |
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rajancivildesign@gmail.co wrote: | Dear SAFIANS,
I have a soft copy of ETAB example step by step procedure for Indian code with seismic, wind loading. Those who have interested can receive the same through email.
My email Id is: rajancivildesign@gmail.com.
V.M.RAJAN. |
plz, mail me the model at manoharm180@gmail.com |
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