STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Actually this can be used for initial sizing, but when the moment is excessive and eccentricity exceeds beyond the section then this method cannot be considered.

On Mon, 2 Sep, 2019, 1: ...

Hi

Good questions

But answers are as follows�

For floor vibration study no need for input vibration only you need the load, section property and deflection.�

Currently CPRI institue ...

I really don't understand why do we have no control over the actual structure construction.�There are two types of design one is concept where a structural engineer is not responsible for, other o ...

Hi suresh,�

Its not always just meeting the codal requirements as code is just a guidelines so the stability is always the responsibility of the designer, so the designer should be involved in all ...

感谢所有详细的prolouge�

I have gone through the process tree and this is my opinion�

RERA �IS not the solution but it is the beginning of streamlining the process. What so ev ...

Thanks for the info

On May 9, 2017 11:06 AM, "sefi_admin"

We have deferred �the econference on "RERA and its implications for Structural E ...

So true Sir,

There is nothing deterministic and constant.Everything has its own destiny even after planning and preparation.

But all we can do is make things better by updating our knowledge.

Hi,

The Ep is earth pressure on abutment at the ends and well sides.

The lateral pressure from the formation should be considered as per the site condition.

And traction force will not be n ...

Hello Nagesh,

Yes we need to check the tension capacity using A-net not A-gross.

I did not understand the question,

why is there a hinge below the load?, what is the necessity of this hinge?

As far as i know we use internal hings in analysis when the DOI is more and cannot s ...