Design of beam as per IS code| Beam design tamil| How to design a beam Part3
HTML-код
- Опубликовано: 13 сен 2024
- This is the 3rd part of the video:-
Part 1: • Design of beam as per ...
Part 2: • Design of beam as per ...
In this video we discuss about design of beams, as per is code 456:2000.
Depending upon the purpose only we can design a structure.
Every one had a diffrent purpose, someone need residential, some one need office purpose, some one need godown, etc.,
Depending upon the load acting on the structre only we can desire structure shape and strength.
There is lots of factore we need to consider to design a rcc member or whole structure,
Grade of steel,
Grade of concrete,
No of steels,
Depth of concrete, etc.,
By adjusting those factor we can find enough amount of strength of structre or membre.
#Design of beam #Design of beam tamil #RCC member #grade of steel #grade of concrete #number of steel #depth of beam #grade of concrete
Contact number: 8667653803
For House plan
docs.google.co...
Join this channel to get access to perks:
/ @civilonlycivil
Advance civil engineering products:-
Marking:-
Laser machine: amzn.to/3Th25b6
Advance spirit level: amzn.to/3Fq1kGT
Dumpy level: amzn.to/3LjLrpo
Leveling staff: amzn.to/3JDlzDE
Total station : amzn.to/3YOMArW
Auto adjustable prism: amzn.to/3lfQTio
Right angle marker: amzn.to/3TepfyU
Digital measuring tape: amzn.to/3lfqX6t
My youtube setup:-
My mobile: amzn.to/3TfwyGu
My mic : amzn.to/3YTbeYy
My tripod : amzn.to/3JaTW3a
Light:amzn.to/3LoD5wA
My PC setup
Processor: amzn.to/3l8Obvb
Gpu: amzn.to/3Ji3FoC
Motherboard: amzn.to/3lfoLvL
Ram: amzn.to/3mMEDpT
Power: amzn.to/3YQeoMy
SSD: amzn.to/3ZN6aGv
Monitor: amzn.to/3JIkMBv
keyboard : amzn.to/3JHEmOj
Code book: amzn.to/3ZLPO0X
But my suggestion
camera : amzn.to/42p2Kvo
Mic: amzn.to/3TgAYgg
Tripod: amzn.to/3LpiqbH
Light: amzn.to/42emdi7
Matte : amzn.to/3TjlesV
Matte: amzn.to/3JjEXEh
Pc: amzn.to/3lir8hy
Facebook: www.facebook.c...
Web:civilonlycivil...
Instagram: www.instagram....
Twitter: / civilonlycivil
Telegram: t.me/civilonly... (Use VPN)
Linked In: / civil-only-civil-coc-0...
For JOBS:Telegram link: t.me/joinchat/... (Use VPN)
Softcopy: drive.google.com/file/d/1IFuz9OKxKVKEw46EniMlADKOoxhlMPDB/view?usp=drivesdk
Super nanba arumaya solli kuduthiga💐
Super anna 😍 very useful for civil engineering students 😃
தினமும் காணொளி பதிவிடுங்கள் அண்ணா ❤️
Sir ,if you don't mind can you make video in English. I think your efforts will reach all over world.basically iam from keral I can understand tamil ,your all video class is amazing
Keep it good luck sir❤️❤️
Super explanation sir
Over reinforcement formula podunga sir
Great video. Thank you for your efforts. Waiting for column design 🙂
Waiting for next video😃😃😃
Super bro...nice explanation
I appreciate your work... just remember some people do believe what u say...so we have to present them correct information..... First u study the basics of concepts... just don't tell what you understood...prepare well then take class...I hope you read my comments...
Whats ur profession bro?
@@slogess7494 VIP bro.....
I appreciate ur work.
2:10 shear explanation is wrong.
Many learn from ur videos. So avoid these mistakes anna.
oru doubt bro??? Answer sollunga bro ??
9:15 Nominal shear stress grater than design shear stress nu varuthu bro apdina entha mathiriyana stirrups kodukanum
Hai bro.
Your video is very useful & thanks for ur great effort.
I have a doubt about shear reinforcement calculation.
It is mentioned that use 6mm R/F and area is 28mm2 for 1m span. But is it for area of 1 no. of stirrup..?
Then, as per calculation the spacing is 120mm, so total reinforcement area is more than we assumed.
Is it correct..?
Keep upload more video bro ❤
Bro flange type of design yadhuku varum.indha type of design yandha Mari place la varum.plse reply
Thank u sir...
Top la clear cover epadi decide panranthu bro
Ethukku vera options ellaiya sir ella muraiyum evvalavu work out pannanuma sir
Bro crank rod lam yathukku use pandrom atha pathi konjam detailed podungalam..then software use panni potta yanna benifit nu konjam solunga plse..
We will discuss. Vara vdo la try panren bro
Thanks sir ..one big help ippa software learn pandroom na yandha alauku basic mattum tharinjirkanum.software relatedah oru tips solunga na
Good content,I have one request, in load bearing structure,we need beam or not???
1.What happens when nominal shear stress exceed design shear strength of beam?
2.As per your problem nominal shear stress is less than design shear strength of beam which means it's safe in shear then why did you provide shear reinforcement?
3.why did u use that particular formula to find spacing of stirrups? We also have another formula to find spacing of stirrups why didn't you use it?
Bro one way and two way slab design pannunga
6mm லாம் stirupps அடிக்கவே use பண்றதுல... beam ku யாராவது use பண்ணுவங்களா?
Slab thickness(125mm),then 75mm depth is visible inside room,is correct or not,sir
Eilla condition eiruka
Crank rod, cut rod varuthula athu apati bro
👍
அண்ணா top of rod 10mm namala select pannikalama
Minimum beam la 10mm use pannaum so we choose 10mm, you can choose more than that too..
incase topla load act aagra polla irrumtha doubly reinforcement la design pannanum..
Code
IS 456:2000
IS 875 PART 2 1987
IS13920:2016
pdf send pannunga bro
Whatever explanation u gave for shear is totally wrong....have u ever studied strength of materials subject....study sign convention topic....then take class...
Whatever explanation u gave for shear is totally wrong....have u ever studied strength of materials subject....study sign convention topic....then take class...