Effective Length Factor Calculation For RCC Columns

[@Nalladuraiv]

Thanks for your information...

[@robird1020]

@1:35. Columns A & B are unbraced along Local Y and both will simultaneously bend about the Local Z within the 4m column height.
Therefore in design the length of A & B will be both 4 meters.
Effective length factor ELZ = 1.2 for both is ok

[@azmat_waseem]

Very Informative... Thanks...

[@mohanraj9346]

Valthukal da.

[@amr-hm5jb]

Superb 👍

[@BARTLANTV]

Nice topic..

[@chinnajanesh7897]

Nyc da.. Keep doing... 👍👍👍 All the best

[@babymangayarkarasi1987]

👌👌👌

[@pearlmuthu3319]

👌🏻👌🏻👌🏻👌🏻

[@ankitomtamrakar]

2:39 you have mentioned effective length about Z both the times. Which one is effective length about X?

[@vamshimallekedi3711]

Why 1.2 is taken??

[@syedarsalanali8506]

1.2 is taken as K factor here

[@divyeshpokar6712]

but it is for steel column design factor