STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

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 ...

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 ...

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 ...

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 ...

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 ...

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 ...