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Author Message
  Topic: Shear Wall design in staad
pvsrao

Replies: 99
Views: 70964

PostForum: SEFI General Discussion   Posted: Sat Jun 20, 2020 5:20 am   Subject: Shear wall design with staad
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7] Er. Sri Vasudeo Pandya P.E. ; S.E.[/HIGHLIGHT][/FONT][FONT=Verdana, Arial, Helvetica, sans-serif][/FONT]
[FONT=Verdana, Arial, Helvet ...
  Topic: AUTHORS @ SEFI - A weekly Essay Series about author luminaries at SEFI
pvsrao

Replies: 33
Views: 13941

PostForum: SEFI General Discussion   Posted: Tue Nov 26, 2019 3:13 am   Subject: AUTHORS @ SEFI - A weekly Essay Series about author luminaries at SEFI
Respected N. Prabhakar Sir
Felt very nice to go thr your professional carrier.
Pl mention about the softwares packages also you have developed in Excell, for information to the viewers .

Rega ...
  Topic: SEFI NEEDS YOUR SUPPORT...
pvsrao

Replies: 80
Views: 38897

PostForum: SEFI General Discussion   Posted: Thu Feb 15, 2018 6:00 pm   Subject: COntribution to sefy
1. Certainly I would like to contribute.

2. I would like to have refresher e conference on revised IS 1893 and IS 13920

Wishes
pvs rao
  Topic: How to become a good structural designer
pvsrao

Replies: 19
Views: 7919

PostForum: SEFI General Discussion   Posted: Sun Sep 17, 2017 10:00 am   Subject: How to become a good structural designer
Respected  uhvaryani sir
Excellently said about importance of book reading for becoming a good Str. engineer, instead of depending on internet search always.
Thanq sir for your valuable advice for a ...
  Topic: Earthquake analysis as per IS1893 using staad pro
pvsrao

Replies: 21
Views: 19095

PostForum: SEFI General Discussion   Posted: Fri Jun 24, 2016 3:58 am   Subject: Earthquake analysis as per IS1893 using staad pro
Respected Rajan Sir
Your Contribution, in sharing Staad pro issues, design table of Footings,Plinth beams, etc.. , is highly appreciable,by spending lot of yours retirement time. Highly useful to imp ...
  Topic: staad pro
pvsrao

Replies: 2
Views: 2963

PostForum: SEFI General Discussion   Posted: Thu Apr 14, 2016 1:21 am   Subject: STAADPRO
SRI Er. RANGARAJAN SIR
Thank you for your clarification. Tried connecting all the cantilever tips with an edge beam vertically also, with neglisible properties, thus created a surface. Now got wind ...
  Topic: staad pro
pvsrao

Replies: 2
Views: 2963

PostForum: SEFI General Discussion   Posted: Thu Mar 31, 2016 8:08 am   Subject: staad pro
Dear SEFY members

A building with 1.50m cantilever projection of one side, connected with edge beams, is being analysed in staad pro .

In staad pro wind load definition, wind loads are applied o ...
  Topic: RCC column with Axial Load and Biaxial moment (As per IS:456
pvsrao

Replies: 43
Views: 74771

PostForum: SEFI General Discussion   Posted: Mon Mar 28, 2016 3:21 pm   Subject: RCC column with Axial Load and Biaxial moment (As per IS:456-2000)
Dear Er. Hitesh C. Parmar,

Good Evening sir

Please send the Excel spreadsheet for the design of Columns subjected to axial load and bi-axial bending moments, prepared by your self, to my E-mail ...
  Topic: my upper floor is asking more reinforcement in column why
pvsrao

Replies: 29
Views: 15848

PostForum: SEFI General Discussion   Posted: Sun Nov 15, 2015 4:07 am   Subject: PROOF CHECKING /VETTING
Respected SEFIANS


Pl clarify the difference between 'Proof checking and Vetting'. Also pl suggest the proceedure to be followed while doing that.

Regards
pvsrao
  Topic: my upper floor is asking more reinforcement in column why
pvsrao

Replies: 29
Views: 15848

PostForum: SEFI General Discussion   Posted: Thu Nov 05, 2015 4:16 am   Subject: my upper floor is asking more reinforcement in column why
Dear Sefians
Releasing moments at column or beam ends is theoritical aspect.
How to get this condition practically in monolithic RCC frame ?

Regards to all
pvsrao
 
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