STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Sir,
You can check in this youtube chanel.
Dear Freshers,

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

Where to find ...

[FLASH=425,350]https://www.youtube.com/v/NbbwCsBF61Q[/FLASH]

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 ...

[FLASH=425,350]https://www.youtube.com/v/iM-gS4SKcjE[/FLASH]

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]
...

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 ...

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 ...

Dear Kumar,

Your base plate is pinned base or Fixed Base ?

Regards
Sandeep

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 ...

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 ...