STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Dear Er. Deepak,

Can you please forward the detailed drawing of the particular portion(plinth beam and pedestal) and number of floors proposed.

Dear sir,

Can u please elaborate your explanat ...

Dear Er. Deepak,

The argument will be valid in some cases.

If the plinth beam provided only for the purpose of reducing the Unrestrained length of column and replacing with pedestal will not e ...

Dear Er. Deepak,

SBC 200kNm2 ??

If the structure is designed by providing Plinth beam, it is risky, column should be redesigned as per present condition for verification.

Also check the poss ...

Dear Deepak,

Is it in rock?

Dear Sefians,
I am a practicing engineer from Government of Telangana. I got a critical case where initially we planned a structure with plinth beams and pedestals ...

Sir,
I am interested to have refresher econf on the new Tall Building Code (IS 16700) or the revised IS 1893 and IS 13920

Dear All:

Greetings!

Let us know if you would like to have re ...

Sir,
Builders, Architects, Engineers and labours etc. involved in the construction of the structure have much responsibility during construction.
Builders have to raise money and all other arrangeme ...

Dears,

The excel sheet for 2 way slab attached herewith. too many request received for password. Hence, it is now uploaded without any password. Remember to enable macro. multiple slab can be desig ...

Dear Vpandya sir,

Thank you for very useful document.

Thanks,

Sudhakaran

Dear Er.

Note: Recently I was involved in Checking a RAFT ANALYSIS & DESIGN of a Major Stru ...

Dear sefians,

A tool for analysis and design of raft for irrigation structure attached herewith.

Click on reset(to clear stored values)

Then enter the loads from right edge of raft and dista ...

Dear ES sir,

Thanks,
I am trying for a raft foundation abutment to abutment. In this case the pressure at base will only be about 40kN/mDear Shri. Sudhakaran,
It is understood that the footing is ...