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Tie Beam Requirement criterion

 
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civiline
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Joined: 04 Jan 2019
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PostPosted: Fri Jan 04, 2019 6:42 am    Post subject: Tie Beam Requirement criterion Reply with quote

Dear Forum.

Greetings for the day.!

hi have  not dwelled into structural design part after completing civil engineering degree, but have learnt for experience and upon discussion with experienced structural designers.

I have an apartment project coming up which is stilt + 4 floors

Most of the columns are designed as i found are Long columns.

the structural designer is reluctant to add a tie beam of plinth beam at NGL level saying it is not required. and is adamant the plinth beam is not required,

if we see the effective length of column is exceeding 4 Meters to 4400 Meters if i consider length from top of footing pedestal to bottom of stilt beam which 600mm depth.

is there a thumb rule for requirement of tie beam for long columns if the effective length exceeds 4 Meters ?

Thanking You.



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