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Author Message
  Topic: Calculation of Kz, Ky, Ly and Lz
sandeep_chauhan

Replies: 49
Views: 45695

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: 815

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: 914

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: 15543

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: 19
Views: 20189

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: 59800

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 ...
  Topic: WHY SOME CONSULTANTS SUGGEST AISC THAN IS-LSMD
sandeep_chauhan

Replies: 15
Views: 26049

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Wed Feb 10, 2016 4:32 pm   Subject: WHY SOME CONSULTANTS SUGGEST AISC THAN IS-LSMD
Respected Subramanian Sir,

As per IS:800-2007 Page-19- " The design of slender web elements may be made as given in 8.2.1.1 for flexure and 8.4.2.2 for shear". So can we design Slender we ...
  Topic: cold formed steel
sandeep_chauhan

Replies: 16
Views: 6129

PostForum: SEFI General Discussion   Posted: Tue Dec 16, 2014 5:20 pm   Subject: cold formed steel
Dear Inaam,

The software used for cold form steel building is Framecad(https://framecad.com/en/the-framecad-system/)
You can visit cold form steel building manufacturer in Delhi named Everest Indu ...
  Topic: cold formed steel
sandeep_chauhan

Replies: 16
Views: 6129

PostForum: SEFI General Discussion   Posted: Sat Dec 13, 2014 4:24 pm   Subject: cold formed steel
Dear Er. Ename,

Kindly Explain more about your Project work in Cold form sections, so that we can help you more.
Do you want to make a steel building with cold form sections ?
Cold form section i ...
  Topic: making tapered section of portal for metal building in staa
sandeep_chauhan

Replies: 6
Views: 2848

PostForum: SEFI General Discussion   Posted: Wed Oct 08, 2014 2:05 am   Subject: making tapered section of portal for metal building in staa
Dear Sohel,

Please do not model purlin & girts with your portal frame, only model the same at the end wall column location to make a proper braced frame in longitudinal direction.
But if its m ...
 
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