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
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. 👷
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
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
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.
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 🙏🙏🙏.
Structural Mastery Certified Course
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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
Glad to hear that
Me too
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. 👷
Sir u are great really💯
Your quality of teaching indeed it has to be appreciated👏🏻💯👍🏻
Thank you so much! 🙏
Thnx for providing these type of usefull lectures...Really nyc🎉
Sending love and Success to all the hardworking Engineers 👷♂️🔥
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
Very effectively simplified🙏👏👏👏👍
Great explanation... such videos before it I will never see
excellent column positioning rule based on span of crossing beams & width & depth of column #❤️👍
Always you give us an important concept, thanks.
THank you for this useful information. Very helpful :)
Very informative and useful video
...😊❤
Good. make easy to understand
Very good clarification on orientation of columns Thank you
Thank you for your nice lecture ❤
Thanks...all dought cleared 👍
Great 👍
Very helpful. Thanks
Glad it was helpful!
Thank youuu 😭😭 really helped me a lot
How to decide correct size of Column within detail of steel bars? Kindly upload detail video
Sir can you please take online class Bar bending schedule
Do you provide floor plan/house plan?
Plz make for iregular polygon plot because that is common
excellent bravo
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
Super video sir
Jazakallah khair azizil mudaris
According to IS 13920, shortest dimension of columns should not be less than 300 mm. So should we improvise it?
Only if you are doing Earthquake design.
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.
Why don't you guys cast it all togeather which is the most appropriate way...🤔
thank you! helps a lot
Glad it helped!
Very essential for me
super explanation.
Good explanation
Thanks 🙏
Thank you so much
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.??
Nice question
Assalamualaikum sir.I want to buy the course from civil fields trainer.How to confirm and contact you before buying the course??
Check out the link in the description box
Good informasiont
Very helpful
can we do this course who are not student of engineer but have good knowledge nd interested ??????
hi, from Pakistan, can you do tutorials in ACI using UBC code in version 16 Etabs??
same request!
Biggest thanks...
Amazing
Thanks a lot sir
Please which application software do you use to make your videos?
Kinemaster
Hey I leave in st lucia how can I get this course
How can I take this course
Column size 230 * 230 means square ......but u show rectangular........for square column no need of orientation
Basically beams should be perpendicular to the max span of column
Can i join combo course now.?
yes you can
What's charge for it?
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 🙏🙏🙏.
Subscribe to Civil Tutor Hindi channel
How to contact
🙏🙏
I want course nmbr pls
Structural Mastery Certified Course
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App link: play.google.com/store/apps/details?id=co.kevin.emmuo
Telegram link:
t.me/+yCaB58hzlvQ1Mzk1
Not clear...
sir your address
Please what is ur telegram account
How to contact