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Author Message
  Topic: Free Structural Steel Design Course on Staad Pro for fresh Civil Engineers.
sandeep_chauhan

Replies: 7
Views: 4360

PostForum: SEFI General Discussion   Posted: Sun Jan 03, 2021 2:38 pm   Subject: Re: Wear house design
[FLASH=425,350]https://youtu.be/ksYz8-slmYU[/FLASH]
  Topic: Free Structural Steel Design Course on Staad Pro for fresh Civil Engineers.
sandeep_chauhan

Replies: 7
Views: 4360

PostForum: SEFI General Discussion   Posted: Wed Oct 07, 2020 5:04 am   Subject: Re: Wear house design
Dear Sir,

Please find attached wind load calculation sheet.

Hi sir
Thank you for sharing the video. I liked the way joint weights are dealt in seismic load definition. Can you please share the ...
  Topic: Free Structural Steel Design Course on Staad Pro for fresh Civil Engineers.
sandeep_chauhan

Replies: 7
Views: 4360

PostForum: SEFI General Discussion   Posted: Mon Oct 05, 2020 8:24 am   Subject: Free Structural Steel Design Course on Staad Pro for fresh Civil Engineers.
[FLASH=425,350]https://www.youtube.com/v/iM-gS4SKcjE[/FLASH]
  Topic: Free Structural Steel Design Course on Staad Pro for fresh Civil Engineers.
sandeep_chauhan

Replies: 7
Views: 4360

PostForum: SEFI General Discussion   Posted: Mon Jul 20, 2020 10:56 am   Subject: Free Structural Steel Design Course on Staad Pro for fresh Civil Engineers.
Dear Freshers,

I am going to share my Steel Design knowledge with all my fresher friends, who wants to make career in Steel Design.

[FLASH=425,350]https://www.youtube.com/v/w4iY51dqOPQ[/FLASH]
...
  Topic: Calculation of Kz, Ky, Ly and Lz
sandeep_chauhan

Replies: 49
Views: 58139

PostForum: SEFI General Discussion   Posted: Tue Jul 24, 2018 10:18 am   Subject: Re: Calculation of Kz, Ky, Ly and Lz
Dear Gupta Sir,

LZ= 25 m is ok if the roof slope is upto 1:20 or 1:10.
But if Roof Slope is 1:25 then we should consider LZ=50 m.

Regards
Sandeep Chauhan

If the roof profile is of Gable ...
  Topic: Design of Anchorage bolts in column base plate
sandeep_chauhan

Replies: 1
Views: 1628

PostForum: SEFI General Discussion   Posted: Tue May 01, 2018 12:27 pm   Subject: Design of Anchorage bolts in column base plate
Dear Amandeep,

In India Anchor rods are made simply from plane rods of 250 Mpa. so it is not HSFG. Please find the attached Calculation for your reference.
you can Text me on sandeep58366@gmail.co ...
  Topic: CAPACITY OF EXTREME BOLT AS PER IS800:2007
sandeep_chauhan

Replies: 2
Views: 1618

PostForum: SEFI General Discussion   Posted: Sat Mar 03, 2018 9:54 am   Subject: CAPACITY OF EXTREME BOLT AS PER IS800:2007
Dear Kumar,

Your base plate is pinned base or Fixed Base ?

Regards
Sandeep
  Topic: How to calculate wind load on a pitched roofs of rectangular
sandeep_chauhan

Replies: 11
Views: 19568

PostForum: SEFI General Discussion   Posted: Thu Nov 09, 2017 12:16 pm   Subject: How to calculate wind load on a pitched roofs of rectangular
Dear Vanktesh,

Just open IS-875 part-3, it will took hardly 5 min to calculate wind load on your structure.
Spreadsheets are made for personal easiness only. If someone send you spreadsheet then i ...
  Topic: PEB design
sandeep_chauhan

Replies: 21
Views: 28913

PostForum: SEFI General Discussion   Posted: Wed Nov 08, 2017 3:16 am   Subject: PEB design
Respected Prabhakar Sir,

As a PEB Design engineer I am fully agree with you same as i was agree 5 years back. but only PEB manufacturers are not responsible for that. I am designing PEBs since 11 ...
  Topic: Structural Quantity Estimate for Steel buildings - Thumbrule
sandeep_chauhan

Replies: 44
Views: 68792

PostForum: SEFI General Discussion   Posted: Fri Aug 04, 2017 11:00 am   Subject: Re: Structural Quantity Estimate for Steel buildings - Thumbrule
Respected Arul Sir,

As per IS:800-2007 Clause 8.3.5
"Purlins adequately restrained by sheeting need not to be normally checked for the restraining force required by rafters, roof trussed or p ...
 
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