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Shear Wall design in staad
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VPandya
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Joined: 09 Nov 2009
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PostPosted: Thu Jan 07, 2021 5:01 am    Post subject: Re: I E-Mailed you the SHEAR WALL Files . Reply with quote

Dear  Er.  Senthikumar

I e-mailed you  STAAD  Shear Wall files.  

Regards.

Vasudeo Pandya  P.E.
Structural Engineer

---------------------------------------------------------------------------------

natarajansenthil wrote:
Dear Shri Pandya sir,

Pls send me the shear wall staad flle to vnatarajansenthil@gmail.com

Regards

N Senthilkumar
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natarajansenthil
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PostPosted: Thu Jan 07, 2021 5:38 am    Post subject: Re: I E-Mailed you the SHEAR WALL Files . Reply with quote

Thanks a lot sir.

VPandya wrote:
Dear  Er.  Senthikumar

I e-mailed you  STAAD  Shear Wall files.  

Regards.

Vasudeo Pandya  P.E.
Structural Engineer

---------------------------------------------------------------------------------

natarajansenthil wrote:
Dear Shri Pandya sir,

Pls send me the shear wall staad flle to vnatarajansenthil@gmail.com

Regards

N Senthilkumar
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R_Shenoy
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Joined: 20 Mar 2012
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PostPosted: Thu Jan 07, 2021 6:30 am    Post subject: Shear Wall design in staad Reply with quote

Dear Mr Sureshkumar,


Was your original query on SEFI, about RCDC not recognising shear walls modeled with elements?
Please note that RCDC does not read or handle finite element data from Staad.
For RCDC to be effectively used, you need to model shear walls as wide columns with rigid arms - e.g a 300 x 4000 shear wall should be modeled as a column of size 300 x 4000 with a vertical prismatic member at the CG of the section, but with rigid arms modeled with very stiff beam members at every floor level, within the column from the centerline joint to joints at the column faces, along the 4000mm direction. Such rigid arms could be modeled with beam members of same width as the column/ shear wall and depth equal to floor height. Please make sure to change the attributes of such rigid beam members to zero density to avoid duplication of self weight.
I hope this will solve your problem of using RCDC for shear wall design.


Regards.


Ramnath

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srinivasa rao palla
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PostPosted: Thu Jan 07, 2021 8:30 am    Post subject: Shear Wall design in staad Reply with quote

hi,

Can you please send me the Shear wall design in STAAD.

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afaq
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Joined: 30 Jan 2017
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PostPosted: Mon Jan 11, 2021 3:25 pm    Post subject: Reply with quote

Respected sir, could yourgood self send me staad files ,on my email id waniafaqfeb02@gmail.com.
I would be greatly obliged .
Regards afaq
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VPandya
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PostPosted: Wed Jan 13, 2021 4:13 am    Post subject: I E-Mailed you SHEAR WALL STAAD FILES . Reply with quote

Dear  Er. Afaq ,

I E-Mailed you SHEAR WALL  STAAD  FILES .

Vasudeo Pandya  P.E.
Structural Engineer

-------------------------------------------------------------------------------

afaq wrote:
Respected sir, could yourgood self send me staad files ,on my email id waniafaqfeb02@gmail.com.
I would be greatly obliged .
Regards afaq
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afaq
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PostPosted: Sat Jan 16, 2021 3:24 am    Post subject: Reply with quote

Thank you sir.
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praveen95
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PostPosted: Mon Apr 05, 2021 10:36 am    Post subject: Re: You can easily do SHEAR WALL Design in STAAD/PRO. Reply with quote

Dear Pandya Sir,
Please send me the Staad Model, I am facing the same issues, it will be helpful to me for my better understanding.
Thanks in advance.
Regards,
Praveen Upadhyay
Email: praveen.upadhyay64@gmail.com






Last year around this time I send these two STAAD/PRO Model showing how to design SHEAR WALLS in STAAD/PRO.  If you send me your E-Mail address I will send the same two STAAD/PRO Model input files. You are doing something wrong that is why you are getting this errors.  

From my previous SEFI post  around this time last year:
------------------------------------------------------------------------------------------------
I am attaching two STAAD Model input files.
1) EXAMP09.std.  Example 9     (U.S. Example).  This is a good example for using Plate & Shell elements.  
2) Shearwall.std.   Shear Wall FRAME Interaction Model.  This is a Multi Storied Building with Shear Wall.  This is done to show  how to  generating  Model . (Bentley Support People). In real Building Shear Wall location will not be like this, only on one edge. So use it for how to Generate  your Model and Design Shear Wall.   Also see the reinforcement design of  Shear Wall.  
3) Read  Section 3.8 Designing Elements, Shear Walls , Slabs of  STAAD  TECH.  REF.  Manual page 214 to 224. FOR  FIRST TIME USERS    
THIS  ITEM -3,  10  PAGES  ARE  A  MUST READ  USING PLATE  &  SHELL ELEMENTS  FOR  SHEAR WALL DESIGN.
----------------------------------------------------------------------------------------------


Regards.
Vasudeo  Pandya  P.E. ; S.E.
Structural Engineer[/quote]
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Anurag_Tripathi
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Joined: 31 May 2020
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PostPosted: Tue Apr 20, 2021 4:28 am    Post subject: Reply with quote

Dear Sir,
Please share the Staad Model with me, it will be helpful to me for my better understanding.
Thanks in advance.


Email:  tanurag072@gmail.com
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VPandya
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Joined: 09 Nov 2009
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PostPosted: Wed Apr 21, 2021 4:19 am    Post subject: STAAD Shear walls filed mailed to you.CAUTATION MY SHEAR WALL FILES ARE OLD . Reply with quote

Dear Er. Anurag ,

I just E-Mailed STAAD  Shear walls to you .



NOTE :  PLEASE NOTE MY STAAD SHEAR WALL FILES ARE AT LEAST  7 YEARS OLD . THESE ARE NOT FROM LATEST VESION  OF STAAD . A LOT MAY HAVE CHAGED IN LAST 7 YEARS . BE CAREFUL .  


Regards,

Vaasudeo Pandya P.E.
Structural Engineer
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