Standard Practice in Column Construction | Common Mistakes in Column Construction

#Column #Construction #Mistakes
Watch very important Presentation for Civil Engineers. Hope it will be very useful for you.
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Common Mistakes in Column Construction,Bad Practice in Column Construction,Mistakes in Construction,Standard Practice in Construction,Column Construction,Construction Animation
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• Structural Constructio...

[@abhiram62]

Finest video ever seen.especialy blunder mistakes in real life now this video creates more awareness. Thank you. 🙏

[@Decodebd]

Thanks a lot. Keep watching.

[@khairulislammilon7783]

Very helpful for civil engineer.thank you sir for your great work.

[@ponariwilliam]

This is super informative...thank you for sharing the knowledge.

[@Decodebd]

Glad it was helpful!

[@atcuquoc8373]

Good

[@raadhashim5925]

That's amazing, thank you so much

[@Decodebd]

You're very welcome!

[@mavinarchitect5347]

Perfectly

[@sucharulal4843]

Thank you sir, found it very informative, please continue this series for foundation, beam, slab and so on.

[@Decodebd]

Welcome. You can check the playlist on this series. There’s 7videos till now.

[@Decodebd]

This playlist - kzbin.info/aero/PLiK7qkGjS_tJHdCySPYV7oOwvJLsJjk9R

[@kumarsafisantosh3276]

@@Decodebd there is no video on, common mistake on "Beam , Slab". Plz make, & educate us.... well done sir.

[@Fenixct]

Gracias por el video saludos.

[@Decodebd]

Thanks

[@SchoolofCivilEngineering]

Thank you sir.

[@Decodebd]

Most welcome

[@harishrathods85]

that's amazing sir

[@Decodebd]

Thanks a lot

[@ubaydarshajahum3581]

Thank you.please post a good picture next time

[@sonnyleonne2026]

Whats the software

[@____manu56]

Great sir 👏

[@Decodebd]

Thanks.

[@muhammedlamyp.j9860]

In this the overlapping was done at same section for all bars... Shouldnt it be 50%of bars at one section...or is it okay

[@Decodebd]

Yes, that is better practice.

[@muhammedlamyp.j9860]

@@Decodebd 👍👍

[@famcivilengineer34]

Awesome.. Thanks

[@Decodebd]

You're welcome!

[@famcivilengineer34]

@@Decodebd make a video on beam column junction (one exterior panel junction and one interior panel junction), also specify there bob or development length, lapping length for beam(tension and compression zone) , columns and slab..

[@marvinkumah8974]

Great, waiting for beams and slabs

[@Decodebd]

Ok. Thanks

[@calvintindunganvlog1662]

Do u have proof in the code that concrete casting should be not more than 2 meters

[@mostaqahmed8090]

নতুন কিছু শিখলাম ভাই।

[@Decodebd]

Keep learning :)

[@hcStructuralDesigns]

Sir super, similarly explain for beams, slabs and for footings.

[@Decodebd]

Ok. Thanks

[@muruganandham1969]

Yes sir

[@praveenrajbhandari2298]

SIR CAN YOU VIDEO ON DUAL SYSTEM RCC BUILDING HAVING IRREGULAR SHAPE. IF POSSIBLE IN INDIAN STANDARD CODE

[@Decodebd]

Noted.

[@kumarsafisantosh3276]

Make common mistake video on, "Beam", "Slab". Your videos r superb.

[@Decodebd]

Noted

[@kumarsafisantosh3276]

@@Decodebd thnks fr your reply.... i m eagerly waiting....

[@Vasanth_Structural_Engineer]

Dear sir, Please include tutorials for ADAPT Builder software please

[@Decodebd]

Will try

[@Vasanth_Structural_Engineer]

Dear sir, Please do the needful. As there is no proper tutorial available. If you do it then it will be really helpful for us sir please

[@athikahammad1048]

Nic

[@Decodebd]

Thanks

[@matthewadamu2495]

I think I just graduated with a degree in civil engineering from KZbin University

[@cransaftvalve734]

Why columns are Made in two stages and not only one, what's the problem?.

[@Decodebd]

Because of proper compaction of column concrete from bottom to top.

[@cransaftvalve734]

@@Decodebd ah, thanks

[@enametieffiong4893]

@@Decodebd what if a poker vibrator is used during construction. Any need to still cast in two layers?

[@okeynsionu9224]

Please explain; *why column concrete casting at 2m each instead of full casting? *Why the column rebar start after L/6? More wisdom sir..

[@Decodebd]

Because of Proper vibrator using ease upto bottom of the column that will prevent segregation. 2. Column main rebar lapping starts after L/6 of column span because of seismic detailing requirement.

[@okeynsionu9224]

@@Decodebd what if the area is not seismic prone?