Basic of Structure: Unbalanced Moment | Why upper floor Columns Require more Rebar than lower floor

[@SavvyOlawale]

Thanks Engineer! You just answered a very big and popular question here.

[@Decodebd]

Glad to hear it!

[@bhushanpatil5539]

Yes most important question ✌️😀

[@logeshselvaraju2411]

Thank you for the question which bugged me for long time. Thanks for your effort.

[@hasithasandaruwanvidanapat1876]

Is there any provisions that we shouldn't provide larger reinforcement in upper floor while smaller in lower? Y we need to continue the greater r/f percentage from top to bottom?

[@dhirenderbisht4956]

Very Informative.Thanks

[@Decodebd]

Glad it was helpful!

[@heisenberg7924]

It's very informative for us,reallly does wonder while thinking of remedies for problems like this..unfortunately architects are so unmoved if you ask them for re orientations of columns, thank you for the video, and please post this kind of video more if possible..thank you again!

[@bishalchaudhary4562]

How to overcome such problems in etabs please explain

[@islahuddin2249]

aslamualkm you are one man army in whole youtube

[@priyankavichare3835]

Nice work.

[@Paigham72]

Sometimes Etabs show huge reinforcement at station Loc 0.0 in columns what is the reason and solution?

[@azmat_waseem]

Very Informative.... Shukran....

[@Decodebd]

Afwan. Welcome.

[@infinixgaming_0]

Where we need to change in etabs to balance the moment. Pls anyone tell me. I am student 😢

[@harshaldalal9765]

Is it possible that we increase reinforcements at upper levels. May be not in top most story level, but from a level below from where reinforcements requirement increases ???

[@shaikhzoheb9025]

Thanks sir , please make more videos like this

[@Decodebd]

Welcome. In sha Allah.

[@mainuddinfaisal4532]

Thank you via.

[@mahakbassi6467]

superb video!

[@krishnakantkarekar7760]

Very good video

[@Decodebd]

Thanks

[@anandsingh6441]

Wonderful explanation.

[@Decodebd]

Thanks for your comment.

[@sudarshannikam5243]

Very very thanks sir for this valuable information. Sir, it means that we should provide higher rebar to lower floor column which satisfies to upper floor column practically .We cant provide lower amount of steel to lower floor column than upper floor column thou it passes by design software. Sir can we say that column works only floor to floor action , that means it doesn't matter with vertical continuity regarding to its sectional dimension and required area of steel (Ast). In short my question is ,Can we leave lower sectional dimension of column and lower amount of steel (which satisfies the design) to that of the upper column practically on site? Sir ,Please make video on continuous beam and single span fixed beam, Regarding its mandatory requirement of continuity of top and bottom reinforcement, sectional property of beam through all span of continuous beam and their placing of top & bottom reinforcement. Can we design continuous beam as a fixed beam each span separately. Does it necessary to maintain same extra top bar at both side of intermediate support(column) or Is it necessary to maintain continuity for extra top bar ( for hogging moment purpose)? Can we provide different amount of Ast for extra top bar (Top curtail bar) to beam at both side of intermediate column support for continuous beam as per their own Ast requirement ? Because RCDC gives symmetrical bar arrangement for extra top bar which is max Ast among both side of intermediate column. It requires to provide unnecessary excessive Ast for extra top bar of continuous beam at one side of column due to maintaining symmetry of extra top bar at intermediate column (Max Ast among both side of continuous support for extra bar) .Does this symmetry maintain for moment distribution purpose or balance hogging moment at intermediate support ? Sir please make video on above topic ( Continuous beam Vs Single span fixed beam).

[@snehalshinde-t3016]

What settings we have to do in Microsoft access so that our file convert fast

[@yogeshbang]

Could u pls mk a video on Dynamic analysis of wind with Gust factor calculations in excel sheet as per IS 875 part 3 2015.

[@deepanshurawat9646]

If same situation occurs in shear wall also where reinforcement in bottom is high than it gradually decreases than gradually starts increases in upper floors

[@nahidakhternishe6182]

Great job 👍

[@Decodebd]

Thanks 👍

[@sothattheng8624]

Thanks for sharing!

[@Decodebd]

Welcome

[@paulkamp9596]

Great job!I want to ask you if you can show us core-outrigger system in high-rise buildings (Etabs or SAP)...if you want of course

[@Decodebd]

Thanks. Noted.

[@blacklistednawabzada7140]

Sir can you help me with unbalanced monent in column?

[@t7iou]

Sir can you make one example of how to blance moments of colmn on one model

[@praveenrajbhandari2298]

THANKS A LOT

[@Decodebd]

Welcome

[@mumtazali2845]

Sir kindly start Rcc design in Urdu this is a humble request. Please 🙏

[@bhawalsports]

It’s a Bangladeshi channel

[@engrkaribul]

thank you sir.

[@Decodebd]

Welcome dear.

[@tahsinsarkar7024]

How much software does a good civil engr need to know?

[@alhassanetoure3088]

Just 33

[@skillhnter1303]

can we ignore it because its only on top most floor?

[@Decodebd]

We can not ignore.

[@prawingajbhiye8816]

Thanks.

[@Decodebd]

Welcome

[@sarworhossain1865]

তাহলে কি UPPER STORY rebar percentage নিবো?

[@maheshtelange5132]

Very nice sir👍👍 plz make toturial on footing design using is code in safe . For that old toturial model you uploaded ( multi storey building design etab v18 by is code)

[@Decodebd]

Thanks & Noted.

[@surferrosa7285]

You can't ever design for there being no moment even if everything is perfectly symmetrical. The dead load will cancel itself out on either side but you still need to account for a ULS variable load on one side that is not on the other which would induce a moment.

[@sothattheng8624]

It's also in Autodesk Robot too?

[@Decodebd]

Yes.

[@shivashrestha1061]

Thanks for the video. But please don’t use that hand animation, its just annoying, as it interrupts the flow of reading

[@jebarex24]

in Etabs same span same size column Unbraced length ratio will change y ?

[@niinuetey9878]

A GRAPHIC DEPICTION WOULD HAVE HELPED!!!