STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Dear SAFIAN,
A few details on lift pit, side details walls and Machine floor loads to be considered for lift design is attached. You can refer the relevant IS and follow the design or you can cont ...

Dear Darian,
The present code have introduced and used by civil engineers more than 16 years. Many amendments about 4 revisions have been issued. Many suggestions have been proposed in this foru ...

Dear SAFIANS,
As requested by individual, I have sent the article by email. Kindly down loaded it from 4 shared.com posted by Sunil patil.
V.M.RAJAN

Dear Safian,
I have not gone through fully about your attachement and Staad Pro problem. In Select series you have licence fòr certain code and in select series 6 you shall be given licence for certa ...

Dear SAFIANS,
Mr. Sunil Patel have posted the above example in [FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]http://www.4shared.com/office/aO-wA-TSba/ETABS_2015_Rajan.html [/HIGHLIGH ...

Dear SAFIAN,
Before Detailing, have you Run the Analysis before Design. Whether You can able to see the reinforcement. If you see the reinforcement details, you can able to see the detailing. If ther ...

Dear S
Thank you for posting the example on ETABS 2015 in 4 shared.com.V.M.RAJAN.
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Dear SAFIANS,
As for as possible I have sent the material to all requested persons.
If possible others may share the same to other SAFIANS who requested the same OR try to publish the same in this f ...

Dear SAFIANS,
Very long back I have published ETABS examples in 9.7.4 version in this forum which is now out dated. Now ETABS 2016 have many advancedment and many of the menus and screens are changed ...

Dear SAFIAN,
As stated by Arun Kumar, normally beams are designed for Bending moment only , in some exceptional case, we design beam for Torsion also as the case may be like L beam design. In the so ...