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VPandya General Sponsor
Joined: 09 Nov 2009 Posts: 842
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Posted: Thu Jan 07, 2021 5:01 am Post subject: Re: I E-Mailed you the SHEAR WALL Files . |
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Dear Er. Senthikumar
I e-mailed you STAAD Shear Wall files.
Regards.
Vasudeo Pandya P.E.
Structural Engineer
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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 General Sponsor
Joined: 23 Apr 2009 Posts: 6
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Posted: Thu Jan 07, 2021 5:38 am Post subject: Re: I E-Mailed you the SHEAR WALL Files . |
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Thanks a lot sir.
VPandya wrote: | Dear Er. Senthikumar
I e-mailed you STAAD Shear Wall files.
Regards.
Vasudeo Pandya P.E.
Structural Engineer
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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 SEFI Member
Joined: 20 Mar 2012 Posts: 11
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Posted: Thu Jan 07, 2021 6:30 am Post subject: Shear Wall design in staad |
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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 SEFI Member
Joined: 13 Apr 2010 Posts: 9
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Posted: Thu Jan 07, 2021 8:30 am Post subject: Shear Wall design in staad |
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hi,
Can you please send me the Shear wall design in STAAD.
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afaq SEFI Member
Joined: 30 Jan 2017 Posts: 3
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Posted: Mon Jan 11, 2021 3:25 pm Post subject: |
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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 General Sponsor
Joined: 09 Nov 2009 Posts: 842
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Posted: Wed Jan 13, 2021 4:13 am Post subject: I E-Mailed you SHEAR WALL STAAD FILES . |
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Dear Er. Afaq ,
I E-Mailed you SHEAR WALL STAAD FILES .
Vasudeo Pandya P.E.
Structural Engineer
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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 SEFI Member
Joined: 30 Jan 2017 Posts: 3
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Posted: Sat Jan 16, 2021 3:24 am Post subject: |
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Thank you sir. |
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praveen95 SEFI Member
Joined: 21 Oct 2018 Posts: 1
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Posted: Mon Apr 05, 2021 10:36 am Post subject: Re: You can easily do SHEAR WALL Design in STAAD/PRO. |
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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:
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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.
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Regards.
Vasudeo Pandya P.E. ; S.E.
Structural Engineer[/quote] |
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Anurag_Tripathi SEFI Member
Joined: 31 May 2020 Posts: 2
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Posted: Tue Apr 20, 2021 4:28 am Post subject: |
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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 General Sponsor
Joined: 09 Nov 2009 Posts: 842
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Posted: Wed Apr 21, 2021 4:19 am Post subject: STAAD Shear walls filed mailed to you.CAUTATION MY SHEAR WALL FILES ARE OLD . |
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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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