How to decide the position and orientation of Columns? | Structural planning | Civil Tutor

[@CivilTutor]

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[@rajkumarr759]

Simple and easy concept which, many of my lecturers used to avoid answering this questions but after this explanation I felt easy. Thank u for teaching this

[@CivilTutor]

Glad to hear that

[@Gana_garani21]

Me too

[@thesavagecivilengineers9097]

Simple concept...align the column along long wall...at intersection cancel out opposite length then consider it...we always increase depth instead of width because in column and beam with depth moment of inertia and section modulus both increases which decreases the bending stress in our structure...bending stress is M/Z so Z increases ratio decreases...Z= bd²/6 for rectangle shape...also Z = I/Y ...so more inertia more section modulus..more strength to structure...everything is interconnected. 👷

[@vaishnavisharma7718]

Thnx for providing these type of usefull lectures...Really nyc🎉

[@farmanmaldar573]

Sir u are great really💯 Your quality of teaching indeed it has to be appreciated👏🏻💯👍🏻

[@CivilTutor]

Thank you so much! 🙏

[@mdshahnawaz125]

Very effectively simplified🙏👏👏👏👍

[@zbx963]

Great explanation... such videos before it I will never see

[@kingfestus]

Sending love and Success to all the hardworking Engineers 👷‍♂️🔥

[@blessingchinda3223]

This is a beautiful and explicit presentation. Please something like this is needed on manual design of steel tank stand carrying 20,000gal. water tank. Thanks Blessing Chinda

[@ziauddin7948]

excellent column positioning rule based on span of crossing beams & width & depth of column #❤️👍

[@parthosen9278]

Very informative and useful video ...😊❤

[@abdulmonimmohamedali9146]

Always you give us an important concept, thanks.

[@Din_Djarin69]

THank you for this useful information. Very helpful :)

[@sravankumarkumandankothako2294]

Very good clarification on orientation of columns Thank you

[@jamalnasarlodin372]

Thank you for your nice lecture ❤

[@joannemalubay4355]

Thank youuu 😭😭 really helped me a lot

[@alakeshdas1311]

Good. make easy to understand

[@Invincible1332]

Thanks...all dought cleared 👍

[@CivilTutor]

Great 👍

[@shaibmanzoor7650]

Jazakallah khair azizil mudaris

[@hertzcomposition7210]

Do you provide floor plan/house plan?

[@franksaga3413]

Very helpful. Thanks

[@CivilTutor]

Glad it was helpful!

[@alexdanso-j6d]

excellent bravo

[@Er.Krishnamoorthi]

Super video sir

[@kingfestus]

Thanks 🙏

[@alexloh0213]

Hi sir, what if there is a beam (larger dimension) and other beam(smaller dimension)? it is still used the same way to determine it or the larger beam is always connected to the short side of the column

[@PUNJABIARCHITECT]

How to decide correct size of Column within detail of steel bars? Kindly upload detail video

[@kousikdey7989]

Thank you so much

[@vijayashalini3700]

Sir can you please take online class Bar bending schedule

[@மு.அருள்செல்வம்என்றஆறுமுகநயினா]

super explanation.

[@whO_is__kei]

thank you! helps a lot

[@CivilTutor]

Glad it helped!

[@krishnamurthynarayana.505]

Very essential for me

[@sandeepnavale500]

Good explanation

[@vipulbhoir8451]

Biggest thanks...

[@pranotostb]

Good informasiont

[@romiosvlog7100]

Very helpful

[@AdeelTanveer-u8r]

Plz make for iregular polygon plot because that is common

[@eliusdarius5341]

Hey I leave in st lucia how can I get this course

[@oswald2358]

Amazing

[@nicolasmarie4398]

Here our beams are mostly 425x150 with the top of the beam being the thickness of the slab (125 mm.) The web part of the beam (height=300) is cast first to enable shuttering for the slab and the top part of the beam is cast together with the slab (=125mm). The slab is connected to the beam by its weight and by its reinforcement but they do not share a unified concrete cast. I will like to know how you consider the beam dimension in that case according to your code? Thanks.

[@thesavagecivilengineers9097]

Why don't you guys cast it all togeather which is the most appropriate way...🤔

[@lipikamoharana8277]

Sir in a building there is 12"*15" column size and 16mm 6 rods are provided, then what should be arrangement of rods in that column and why so.??

[@vellaisamy8423]

Nice question

[@GautamRout-mz1mj]

According to IS 13920, shortest dimension of columns should not be less than 300 mm. So should we improvise it?

[@CivilTutor]

Only if you are doing Earthquake design.

[@elanchsuriyan9078]

Thanks a lot sir

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can we do this course who are not student of engineer but have good knowledge nd interested ??????

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How can I take this course

[@khalidsikandar6772]

hi, from Pakistan, can you do tutorials in ACI using UBC code in version 16 Etabs??

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same request!

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How to contact

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Please which application software do you use to make your videos?

[@CivilTutor]

Kinemaster

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Assalamualaikum sir.I want to buy the course from civil fields trainer.How to confirm and contact you before buying the course??

[@CivilTutor]

Check out the link in the description box

[@anandgor4181]

Can i join combo course now.?

[@CivilTutor]

yes you can

[@anandgor4181]

What's charge for it?

[@unityindiversity8964]

Column size 230 * 230 means square ......but u show rectangular........for square column no need of orientation

[@farazraza3232]

Basically beams should be perpendicular to the max span of column

[@engineerahmad5279]

Sir... please Hindi me bhi translation Kara kijiye, ya alag se bana Diya kare. Or sir humko apna Structure Design pakka karna hai yani or seekhna chahte hai. Please help us 🙏🙏🙏.

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sir your address

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Not clear...

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Please what is ur telegram account

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