STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Hello,

Please see attached image

[JUSTIFY]This problem is a pair of opposing shallow notches in a bar subject to tension. A linear elastic, plane strain idealisation is used [JUSTIFY].[/JUSTIF ...

Hi Akash,

Thanks a lot.

Please can you give me your mobile number/email id.

We would like to discuss with you about this about your experience in bubble deck slabs.

BTW, wheer are you ...

Hi,

Does anyone have experience in the analysis and design of bubble deck slabs / voided floor systems?

I'm looking to gather some information for the analysis and design of such floor systems ...

Thanks to all.

What could be line of action if there was no side face reinforcement?

Vishal

Dear Subramanianji,

Thank you for partipating in this discussion.

Yes, that is what I was trying to bring out. This forum has earned a real good reputation in India and most of the Structural ...

I'm sorry if I've hurted anyone's feeelings as I have too benefitted a lot from SEFI and continue doing so...

I just wanted to suggest we can all help by:

1) Being precise and taking due ca ...

Dear Surajji,

Exactly these are the common issues noticed.

That is;

Use of English

Often, grammar in the posts is incorrect to a very large degee (though there is no means to measure ...

Hi,

I just had a look at the posts in SEFI after a long time..I'm sorry if I sound rude but I personally feel that the quality of discussions is come down drastically than what it was a year and m ...

Abhishek Singhji,

Thanks a lot.

Can you throw some light on the physical interpreattion of classical damping and non classical damping?

Mathematically, classical damping has diagonalised d ...

Dear Ms. Kajal,

Static condensation is done to make our lives easy. If we do not have some mass associated with a defined degree of freedom, we can reduce our computational effort by reducing the ...