| Author |
Message |
 Topic: Free Structural Steel Design Course on Staad Pro for fresh Civil Engineers. |
sandeep_chauhan
Replies: 7
Views: 4360
|
 Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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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