HELICAL REINFORCEMENT IN COLUMNS | LIMIT STATE DESIGN | IS 456 - 2000 l Mumbai University

[@Wasizeher72]

SYSTEMATIC AND WELL EXPLAINED.. GOOD.

[@shekhjifaijan1615]

sir great job, ur way of solving the sum step by step is superb

[@EverythingCivil]

Thanks for watching !!

[@perumal869]

Super details explain sir

[@sauravsharma2617]

Really amazing explained so good thanks for this one

[@EverythingCivil]

SAW thanks for watching. Tell us if u want more topics.

[@terminator19111]

Check calculation for area of helical reinfo, pi by 4 times 8 will be 50.26

[@songsfannz5905]

Hey. Make more videos on civil diploma.. nice explanation.

[@hz8200]

Thanks. Well explained.

[@arnabray4339]

How do I calculate the stresses induced in helical reinf in pile !! Where passive earth pressure of surrounded soil needed to know for piles . Is there any change in design for that !!

[@sambitkumarnayak4279]

at the time calculating area of core , why we deduct area of steel [ASC.] ???

[@EverythingCivil]

Core area doesn't include area of steel.

[@aqibsayyed7109]

Its really helpful... Thanks

[@anirudhkorgaonkar941]

Can you please make video on long column with axial load with uniaxial bending and axial load with biaxial bending

[@Xxxcappie23]

FOR THE PITCH; For What do you mean by the MINIMUM condition; 3x diameter of the ''helix'' , you mentioned the helical bar, can you please locate it. Is that the main vertical bar ? Great video, sorry for my ignorance

[@EverythingCivil]

Sorry for the late reply. Thanks for pointing out. The diameter of the of the helical bar is taken there. In this case we were using 8mm bars as spiral/helix so 3x8=24mm. I hope it solved your query.

[@SAMRYZIsamryzi]

👍🏻👍🏻👍🏻

[@terminator19111]

Pu ko 1.05 save divide karna hai naki multiply, students can get confused.pls correct it.

[@abjinaybollabatthini2528]

add some different kind of design problems for different methods and for different structures

[@whats_wrongg]

Yes

[@harshakommu1970]

Sir could you please design a long column

[@kaustubhhavanur8000]

Is this formula available in IS 456:2000?

[@sahilarora5983]

YES ... PG 71

[@muthukrishnan648]

thanks

[@sourabhdesai2108]

Thx bro

[@mahinderkumar2345]

Sqwer colum me 101.se multi ply Kiya Tha kahan se Aya Tha vedeo cut gai thi samazh nahi aya

[@perumal869]

More design videos pls update do it sir

[@EverythingCivil]

On what topic u want?

[@perumal869]

Design beam , cloumn, footing , slab etc... all update doing sir

[@EverythingCivil]

I have completed footing slab and beam on my channel you can check it out..more coming soon.

[@divyanshushekhar9752]

Yr.. Sidha code me dikhaya ker kaha likha hai.. Aise confusion hota hai

[@Dishant_An]

Bade bhai Hindi me bna de ye video

[@RahulSingh-pb6yj]

1.05 ko chek kr lo kha likha hai

[@palak6513]

Hindi