Design of RC Slender Columns

Lecture series on Design of Reinforced Concrete Structures by Prof. N.Dhang, Department of Civil Engineering, IIT Kharagpur.For more details on NPTEL visit nptel.iitm.ac.in

[@technicalacumen8540]

Sir, Your lectures were great.

[@kirankondiboyina]

Prof N Dhang Thankyou verymuch sir..Great job..I would sincerely appreciate for these videos Sir please upload flat slab design.. I will be grateful to you..

[@nayangajera5107]

From where we got B2??

[@degaganuru6948]

Thank you professor

[@0lqx]

hello sir, for G=1 construction. 4 feet footing + 3 feet plinth hight + 10 feet roof + for next floor 5 feet lapping = 22 feet single bar cut kar sakte hai without lapping for column? kyunki column is compressive member hai. rebar dia 16mm 4 bar + 2 bar 12 mm. 9x12 mm column size.

[@manumathew7130]

Sir in the case of computer analysis (etab) can I consider this frame as non saw. Is it possible

[@dhanishvlog6595]

Sir kindly design g+4 building manually

[@pesmobiletech7960]

nahi

[@michu9107]

Why aren't we taking YY values for beta 1 and Beta 2 to find effective length in the 4th step ???

[@akhtarshamim2730]

thank you sir

[@leanghak8198]

Which code that you use for this lesson EU or ACI?

[@a.msayem1663]

indian standard IS 456 :2000

[@sarangsahu9432]

here in this example column size is less than beam size, is it ok to design like that???

[@pesmobiletech7960]

haa bhai kaise bhi karle

[@beedhanpoudel1078]

I was looking for the college to join master,sir would you help me find best college in the globe for master

[@pesmobiletech7960]

chapri university of science and technology

[@sibammajumdar2749]

29.07 at time D beam yy ... (I/L) = 520.833

[@danish27015]

Sir video mein awaz Nhi aara h

[@pesmobiletech7960]

tera kaan kharab hai bhai

[@bandookffgaming7751]

Bhai Hindi me engineering karne se ek bacha bhi engineer ki tayari kar sakta hai

[@mdsajid-mq2cm]

Sir, how to identify cantilever columns or unbraced columns ,Braced and Un braced columns 1) Braced if lateral stability of structure is provided by bracing designed to resist all lateral forces in that plan, lo should not exceed 60 times minimum thickness of columns and 2) Unbraced columns :one end of a braced columns is unrestrained eg a cantilever columns or clear its clear height should satisfy the following lo< 60 b , Practical how to understand the identify sir

[@toshagrawal4629]

Have you found answer to your question? I want dissucsion please sr share your watsapp no.

[@pesmobiletech7960]

@@toshagrawal4629 100