Yeah as per is 456 the area of longitudinal reinforcement in column must not be less than 0.8% and must not exceed 6% of column gross area but however in practice, maximum reinforcement of 4% is recommended
Bro but vera oru video paarthen but avunga colum middle ahh avunga stirups spacing kammiya kudukka sonnanga but neenga middle than bending moment 0 so spacing athigama ahh kuduthukulanu solluringa
Yes bro, correct Column centre la bending moment zero so athanala athumari namba pannalam. Eg. Column Center la (L/4) distance 150mm c/c spacing use pannalam , top and bottom (L/4) la 125mm c/c spacing use pannalam (this spacing are just for assumption)
Sir, outer to outer 11.5 ft ku 31 ft 1 bhk katrom athuku 9 " by 9 " post pothuma future la maximum 2 floor kattuvom athuku 9" by 9 " post pothuma sir please reply
Sir 9"*9" column oru maadi (g+1) building ku pothum G+2(2 floor) building ku 1'*9" column 10ft distance la kudunga pothum Mukkiyamana vishiyam roof la beam kudunga
G floor ku 15 ft varayu prblm varathu(9"*9") ok ......bt (g+1) ku 15ft ku (9"*9") set agathu...Gap athigama achina column and beam size increase agum bro and also depend on floor no's...vara load ah column beam handle paniku....
@@civilcognitionintamil8634 sila v2la pathuruken athan keten Avanga again center la beam poduvanga Load poruthu nama 1st le beam size maximum panikita nalathu
Very useful video bro...ithulam na therinjikka 5 yrs aachi bro...so very thankful
அருமை. அனைவருக்கும் எளிமையாக புரியும் படி தெளிவாக உள்ளது. உங்கள் முயற்சிக்கு வாழ்த்துக்கள்.
Easily understandable. Excellent description. Useful
Thank you
wowww👌🏻👌🏻 vera level brother... easy to understand😇
✌️😁
Relly romba useful வீடியோ சகோ 👏👏👏💐
நன்றி சகோ
Superb bro..well explained..informative content..keep rocking..👍
Thanks lyf lover😁👍
சூப்பர் மிக அருமை 1 1/4
3\4 எத்தனை கம்பி இருக்க வேண்டும் தம்பி
தோராயமாக g+1 கட்டிடத்திற்கு 1'3"x9" - 16mm - 6nos அல்லது 16mm - 4nos & 12mm- 2nos போதுமானது.
well explained . thanks. keep continuing
Thanks brother
Nice video bro👍
Thanks ni✌️😊
Keep going bro😌
😊✌️
Superb
Good 👏
👍
Super pa
Thanks bro✌️😊
Super
Maximum percentage of steel 4% not 6% as per is456 code. Can't pour concrete properly if provide more steel.
Darshan (Structural Engineer)
Yeah as per is 456 the area of longitudinal reinforcement in column must not be less than 0.8% and must not exceed 6% of column gross area but however in practice, maximum reinforcement of 4% is recommended
Cool👌🏻
Column cover should be 40mm which means 1.5” approx
I liked your comment thank you
15 feet distance vandha column size epdi podanum bro...
600sqft 12 columns 4nos 12mm rods 2nos 10mm rods this correct or incorrect
Super anna
Thanks bro
hello sir. one feetla paarai 4 feet pallam.irukra placela G+2 houseku endha size kambi pillar podavendum.
Hi please contact me through WhatsApp, whatsapp number in video description
Bro ithu maathiri beam ku video podunga bro
Kandipa video make panren brother keep supporting
Sure bro
Bro but vera oru video paarthen but avunga colum middle ahh avunga stirups spacing kammiya kudukka sonnanga but neenga middle than bending moment 0 so spacing athigama ahh kuduthukulanu solluringa
Yes bro, correct
Column centre la bending moment zero so athanala athumari namba pannalam.
Eg. Column Center la (L/4) distance 150mm c/c spacing use pannalam , top and bottom (L/4) la 125mm c/c spacing use pannalam (this spacing are just for assumption)
Hi bro
Nanga kattura veetula first floor column, ground floor column size vida chinntha iruku. 1 or 2 inch reduce pannitanga. Is that recommended?
Its Not big problem....
Load reduce panirupanga....
Suppose 3rd floor build panina prblm varum.... Only 2 floor no prblm
sir en veedu 220squre feet
6 Calume poatangha .
1 Calum 12mm 4 numbers poatangha sariya?
Ground floor mattumna problem ethum illa madam
9*9 column g+1 ok vaa bro
Sir, outer to outer 11.5 ft ku 31 ft 1 bhk katrom athuku 9 " by 9 " post pothuma future la maximum 2 floor kattuvom athuku 9" by 9 " post pothuma sir please reply
Sir
9"*9" column oru maadi (g+1) building ku pothum
G+2(2 floor) building ku 1'*9" column 10ft distance la kudunga pothum
Mukkiyamana vishiyam roof la beam kudunga
@@civilcognitionintamil8634 okay sir Thank you so much sir
@@civilcognitionintamil8634 sir g+2 floor ku 9" by 1' post ku enna size rode podanum
@@civilcognitionintamil8634 thank you sir
🙏👏👏
45*d
45*16=2.5f
2.5f எப்படி வந்தது....???
புரியல
1ft=304.5mm
45d=45*16 = 720mm
=720/304.8
= 2.36m
~2.4m
Column gap athigama vuta top load atgugama irutha danger dhana
G floor ku 15 ft varayu prblm varathu(9"*9") ok ......bt (g+1) ku 15ft ku (9"*9") set agathu...Gap athigama achina column and beam size increase agum bro and also depend on floor no's...vara load ah column beam handle paniku....
@@civilcognitionintamil8634 sila v2la pathuruken athan keten
Avanga again center la beam poduvanga
Load poruthu nama 1st le beam size maximum panikita nalathu
Ama bro main beam ah strong ah kudutha pothu ....naduvula beam theyvapadathu........
Super
Super