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there is no need to provide extra reinforcemnt on above compression zone 2 bars are enough, 3 are provided on top if wall is to be constructed over beam
Bhai 2 baatein- 1) beam mein jab steel binding hoti hai to ek layer mein jyada see jyada 3 bar Leni chaiye Baki ki Jo bar hai uske liye upar ya niche second layer bannani chaiye as per position of bar( in case of 9" beam). Aur agar 9" se bada hai beam to ye khayal rakho ki vo do baar ke beech mein hume minimum 25-30 mm ka gap milra hai. 2) Doosri baat aisi hai ki jahan pe humara beam end hota Matlab column Tak AA ke , vaha pe bar straight nai chode jate, Anchorage length hoti hai vaha, Jo ki 60 se 70 d ke beech mein hoti hai Matlab 20 mm bar ke liye vo 1200 se 1400 mm Tak hoti hai. Matlab jaha pe beam khatam hota hai column Tak AA ke vaha se aage 1400 mm length bar ka column mein embed hona chaiye. I hope you have understood, agar nahi samji koi baat to please batao mujhe I will explain in detail.
18 column 9 by 18 inch THANKS FOR WATCHING ☺️ if NOT SUBSCRIBED THEN SUBSCRIBE 😊 AND SHARE THIS VIDEO LINK IN YOUR WATSAPP GROUP AND KEEP THIS LINK ON YOUR WATSAPP STATUS 🥰
First to do load coming over the beam. Recommended grade of CC & steel to check whether the beam is above NA or below NA there are so many factors to check
There is no links continuing on the splice area ? Beam could burst or Split at that point . I would have at lease 1. 12mm side laces on each side of the beam and that would stagger the column area as well . I am a Steel fixer with 40 year of Experience and have a citizens guild in this work 🇬🇧
I have to built 5 hall 6meter by 8mtr, which r in one row. So total length 40 mtrs, 6 mtrs width and 2meter varamda. So pls guide me that which dia bar should me used for column, roof and beam. And what dill be motar ratio for slab and beam.
sai raj And There is no links on the Splice area of beam that should be enclose . The Bars are not restrained in this area so making it weak over column. And I would have at least had 1. 12mm lace bar on each side of the beam . I am a steel fixer for over 40 year and have a Citizens Guild in fixing what you call rings we call them links in England 🇬🇧 But your Right about the L bar missing at either end of the beam . But not Needed if beams cross each other .
The span is same as mine.I have used total seven rods where two 20mm and one 16 mm on top and two 20 mm and two 16 mm in the bottom.stirrup is 10 mm..is it ok?
Yes if span more than 12 feet then give 16 mm THANKS FOR WATCHING ☺️ if NOT SUBSCRIBED THEN SUBSCRIBE 😊 AND SHARE THIS VIDEO LINK IN YOUR WATSAPP GROUP AND KEEP THIS LINK ON YOUR WATSAPP STATUS 🥰
Sir please help.. a 15 feet long beam of size 9x18inches...a 4 inch wall of 10feet height is to be made over it.... how many and of what diameter bar should be used in this beam..
Wrong explanation......the dia of bar depends upto the area of cross-section of steel required during design....suppose if design cross sectional area of steel is 900 sq mm. Then one can place 2-25 mm bar or 3-20 mm. Both are correct as long the cross sectional area satisfies.....
Hi Sir. Hope the middle column will be having huge amount of hogging moment and lapping at the Column location shall be avoided exclusively for Continuous beams. Also for Stirupps 135 degree bend hooks shall be provided
Is your slab joints the bottom of beam..? How would you lay slab reinforcement.. whats the covering of your slab... why your vertical stirrups ends dsnt bends 45 degree inside.... why there is no development length of bars at beams end.. where is your crank bars.. there is 4 bars at bottom, how its going to pass 20mm thick coarse aggrigates between them. Why you mixed english with your language ... Who design this beam.. Is the building still standing...?
This is very Risky. I can't understand your language but it seems that you're not focusing the mistakes in the reinforcement detailing. No Code ever allows to splice or lap the top bars near the columns because of the high negative moment likewise never splice bottom bars at the middle span because of the maximum positive moment. You should also consider the column beam junctions
Faisal Rahim I am a steel fixer from the uk 🇬🇧and what I can see is that there is no Links on splice area over the column Area . The beam is not contains in side of a link So making it weak in this Area . But all the beam ends are in a line splice together over columns making the columns bar the weight of the beam and if a beam breaks its back it could pull out over the column . It would be Better in my mind to stagger the bar over the columns over this Length. Plus there is no L bar coming out of the wall at the end allowing the beam to come out of the wall with on lap or splice to take the strain of the beam.
Bhai mujhe kuch jankari chahiye 2 manzil makamn bannane me colom or plinth beam kya size kra rkhna hota h.or ring ki doori kitni honi chahiye or ring kitne size ka lagta h plinth beam or colom me plz batayiye
There is having a beam lap in column it should be provided the bars middle or 3/4 in length . Must staggered lap top 2 bars near 3/4 bottom and opposite bottom bars
Absolutely right bro the lapp should be provided in middle section of beam in compression zone and tension zone the Lapp should be provided at the end of beam portion .
Bhai mujhe b ek advice dedo. Mai ek hall banwa rha hu. 20x50 ka. To 20 feet lamba beam rahega. Beam ka size kya hona chahiye aur kon sa sariya lagna chahiye
ji bhai hello Bhai m aap se 1 baat pucchna chahta hu ki mene rcc CChat lagai thi par Bhai uS .me darar aa gai hai cchaje ke andar bhai m ab kya karu usaka elaj
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Thanks sir
why not you provide beam top bar in lap zone ?🤔
there is no need to provide extra reinforcemnt on above compression zone 2 bars are enough, 3 are provided on top if wall is to be constructed over beam
Yes
Lapping of column main bar should be provided in the mid zone of column height ,whereas your steel of column is terminated in end zOne.
You are right
Bhai video bana k young civil engineers to sirf bargalaya hai.......
The beam size looks different
Can you please tell me more why you choose this shape of the beam ?
Because span is more that's why
Sir 26*20clear span slab me latak beam ya slab beam sahi rahega main and dist bar 10mm c/c 125mm 6inch thickness two way slab thik hai kya
Why side spacer bars are not provided.?
Bean k upper floor rcc hoga na ?
what are the weight in ton if day 176 m length of R12 steel bar
Why extra bar provide at compression zone of beam
Congrats Sunder Menezes of Span Const Services
Superb job done as usual.
Bahut hi achchha samjhaya 24 ft ki doori per kis size ka column lagaye
How good is JSW Neosteel TMT, please?
Say details about Ext top & ext bot for this beam. why don’t use???
Workers never listen bro
This is for how many sterio
Bhai 2 baatein-
1) beam mein jab steel binding hoti hai to ek layer mein jyada see jyada 3 bar Leni chaiye Baki ki Jo bar hai uske liye upar ya niche second layer bannani chaiye as per position of bar( in case of 9" beam). Aur agar 9" se bada hai beam to ye khayal rakho ki vo do baar ke beech mein hume minimum 25-30 mm ka gap milra hai.
2) Doosri baat aisi hai ki jahan pe humara beam end hota Matlab column Tak AA ke , vaha pe bar straight nai chode jate, Anchorage length hoti hai vaha, Jo ki 60 se 70 d ke beech mein hoti hai Matlab 20 mm bar ke liye vo 1200 se 1400 mm Tak hoti hai. Matlab jaha pe beam khatam hota hai column Tak AA ke vaha se aage 1400 mm length bar ka column mein embed hona chaiye.
I hope you have understood, agar nahi samji koi baat to please batao mujhe I will explain in detail.
Thanku lot for your knowledge sharing .
I understood .
How many columns required for 60 x 40 and what is the size and distance
18 column 9 by 18 inch
THANKS FOR WATCHING ☺️ if NOT SUBSCRIBED THEN SUBSCRIBE 😊 AND SHARE THIS VIDEO LINK IN YOUR WATSAPP GROUP AND KEEP THIS LINK ON YOUR WATSAPP STATUS 🥰
Does 2 bars of16 mm top and 3 bars of 16 mm down are enoigh for24 ft span beam
Hello sir
Same 24 span bottom 3no 20mm
Top 3 no 20mm
2 cracks middle of beam
Is a problem sir?plz reply
First to do load coming over the beam. Recommended grade of CC & steel to check whether the beam is above NA or below NA there are so many factors to check
There is no links continuing on the splice area ? Beam could burst or Split at that point . I would have at lease 1. 12mm side laces on each side of the beam and that would stagger the column area as well . I am a Steel fixer with 40 year of Experience and have a citizens guild in this work 🇬🇧
@@balapoolathota3663 more than enough provided the soil condition is stable
Beam ka depth kese nikal tey hai? Or depth level kaha sey nap na chahiya? Plz bataiye bohot help hogi..
What is Maximum room size without column in middle?
I have to built 5 hall 6meter by 8mtr, which r in one row. So total length 40 mtrs, 6 mtrs width and 2meter varamda.
So pls guide me that which dia bar should me used for column, roof and beam. And what dill be motar ratio for slab and beam.
BEAM SIZE KYA HAI
With out "L " shape bend at the end of the beams how can they hold each other?
All about negligiency
Tune dekh ke bhi mana nahi kia ..Aise lagane ke lie.....Khol ke first lagane lie bol de bhai....House ke sahad ke lie hanikarak h...
sai raj And There is no links on the Splice area of beam that should be enclose . The Bars are not restrained in this area so making it weak over column. And I would have at least had 1. 12mm lace bar on each side of the beam . I am a steel fixer for over 40 year and have a Citizens Guild in fixing what you call rings we call them links in England 🇬🇧 But your Right about the L bar missing at either end of the beam . But not Needed if beams cross each other .
The span is same as mine.I have used total seven rods where two 20mm and one 16 mm on top and two 20 mm and two 16 mm in the bottom.stirrup is 10 mm..is it ok?
24mm steel कहा मिले गां Bhai mere Bhim me L नही लिया on pin Bar Dala nahi
S S CONSTRUCTION पुणे
In stirrups why hook not provided? can you pls explain
Nixx bhi more vdo plzz ur osm
How to make bend up beam bar
Sir kya Hum beam size 9/12 G+3 ke liye le skte h aur ush m sariya 12mm ka 6 dia use kr skte h
Yes if span more than 12 feet then give 16 mm
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18fut long beem distance mean kitnaa mm rod dena hogaa
Bhai kaun sa acha Steel hai normal price me..
why are you beam rod provided at the outside of the column? It should be insert into the column by crank.
You are right,
Esko engineering knowledge nahi hai just video banata hain
I appreciate the work he is doing
Sir ji beam mai chabi kese lagate h
sir Maximum kitna beam to beam distance le sakte he
Sir please help..
a 15 feet long beam of size 9x18inches...a 4 inch wall of 10feet height is to be made over it....
how many and of what diameter bar should be used in this beam..
Breadth kitna hai ?
What is the column size
9 by 21
Beam width & depth
Why crank bar is not use??
Pls use numbers in english. U really explaining very well, thank you
Tmt kise kahte hain plzz emejetly reply mi
Nice video super Sir
Lapping in top bar ???
Reinforcement binding is not ok column beam junction,
Study the IS Code well
Brother plinth beam kise kahate hai or iski ginti kaise karte hai plz bataye
Sir mera ghar to 10mm se bana hai .avi to ground flour hi hai 2nd flour ban sakta hai
Wrong explanation......the dia of bar depends upto the area of cross-section of steel required during design....suppose if design cross sectional area of steel is 900 sq mm. Then one can place 2-25 mm bar or 3-20 mm. Both are correct as long the cross sectional area satisfies.....
Nice explanation...
Thanks
18*14 hall ke liye beem kya zarori hai?
Hi Sir. Hope the middle column will be having huge amount of hogging moment and lapping at the Column location shall be avoided exclusively for Continuous beams. Also for Stirupps 135 degree bend hooks shall be provided
You are right
Is your slab joints the bottom of beam..?
How would you lay slab reinforcement..
whats the covering of your slab...
why your vertical stirrups ends dsnt bends 45 degree inside....
why there is no development length of bars at beams end..
where is your crank bars..
there is 4 bars at bottom, how its going to pass 20mm thick coarse aggrigates between them.
Why you mixed english with your language ...
Who design this beam..
Is the building still standing...?
20 fit ka agar distence ho to kya kitne mm ka sariya kitna dalana chahiye
This is very Risky. I can't understand your language but it seems that you're not focusing the mistakes in the reinforcement detailing. No Code ever allows to splice or lap the top bars near the columns because of the high negative moment likewise never splice bottom bars at the middle span because of the maximum positive moment. You should also consider the column beam junctions
could u explain you point so that we can understand it clearly
Faisal Rahim I am a steel fixer from the uk 🇬🇧and what I can see is that there is no Links on splice area over the column Area . The beam is not contains in side of a link So making it weak in this Area . But all the beam ends are in a line splice together over columns making the columns bar the weight of the beam and if a beam breaks its back it could pull out over the column . It would be Better in my mind to stagger the bar over the columns over this Length. Plus there is no L bar coming out of the wall at the end allowing the beam to come out of the wall with on lap or splice to take the strain of the beam.
Sir 14x18 k beem me kitna ka bar lgega total 1800 area hai
I think one beam rod is outerside of column rod ,is it correct?
Sir, is it correct that overlapping at column and beam junction in this work?
No
Bhai mujhe kuch jankari chahiye 2 manzil makamn bannane me colom or plinth beam kya size kra rkhna hota h.or ring ki doori kitni honi chahiye or ring kitne size ka lagta h plinth beam or colom me plz batayiye
Where we can provide lap length
24 by 12 ki 2 room ke liye kitna bricks and cement and sand chahiye
àquttde.
l,fddsfuydadffyyy09igczzbghkjjhyfssse
4eazgy80ufeàxhippoyfdduooppppppr
Please provide 135 degree bend hooks in the stirrups..its too dangerous to use this 90 degree bent stirrups.
two colum ki distance 12fit ho. kitna mm ka bars lagana chahiye..
and colum ki lenght kya hoga..
deep
It is need designed as per IS code 456.
Bhai 17 ft lambai ho to colum ki size Aur beam ki size aur saliya kitna mm hona chahiye
16 mm colum .4 ×.6 ka
And beam 20bottom and 12 top 3nos ......3×.5
Nice work
Bhai Saab beam Ka size kya hai
what is the size of beam???
बिल्कुल बोगस कोई कंसेप्ट नहीं खाली वीडियो डाल दी आता कुछ नहीं ।
Bai sahab 20 fit me kitni mm dalni chaheye
kitna inch ka beam hai bhai
Sir ji 21 feet two Piller between distance . 1feet wallbim me kitna mm k bar use kr sakta h . so please answer me .
Junction main lap kaise le leya
4--20 mm is for 1 floor or 2 or 3.. how many will it withstand??
G plus 3
Pahle ye batao colume ka varticals altarnet hai jis colume ke pas aap khare hain
This was much needed as my hall size is 23 × 15 ft. Now i will use 20mm bars and 16mm bars. But please tell me what for columns??
Manlo Plainth beam 12 inch diya kisine toh roof ka jo beam hota hai wo kita inch hona chahiye plz rply......ground flour... Room size 13.5 * 12 ft
Number of bar and diameter of bar in 10" * 15" roof beam ??
Kitne floor ki bhaiya Itne majboot banri
Beam bars to be inserted into column bars
Why the beam bars not inserted into column?
Informative sir, rebars on longitudinal are close to each other, just wondering if the aggrigates can still fit themselve.
Use 10 mm aggregates in mix proportion replacement of 20 ro 30% of 20 mm aggregates
Are Bhai Saab aap comment to like Kar dete ho lekin jawab Nahi dete, beam Ka size kya hai
9 by 15 inch
bhai beam main rod ko cranks karna nahi padega kya?
Vedio have mistakes
Thank you, this was very nice for you to share.
Sir 3 floor makaan banane me bim, and pillar me 12mm 6 pic de sakte kya jarur batay
Sir 36*28 size
There is having a beam lap in column it should be provided the bars middle or 3/4 in length . Must staggered lap top 2 bars near 3/4 bottom and opposite bottom bars
Sir 25ft by 10ft beam ka Beach me saria joint ho payega please bataiye
Ok
Top bar should not be overlap near columns dude
Minm L/4
Absolutely right bro the lapp should be provided in middle section of beam in compression zone and tension zone the Lapp should be provided at the end of beam portion .
Sir beam stirrups spacing keliye kuchh boliye
Bhai mere clalam galt size me ho gaye hai.out ho gaye hai please explain
Sir column size kya rakhe 24' column to column distance h or bar kya kya kitna rakhe or ring plz bataye urgent he
Sir 15 fit parking hai porch me uppar jina bhi hai bim bar Kay hoga
12feet konsa h
Sir 24x100 feet me G+5 commercial building column span 24 feet ka ho sakta hai kya
Kia av on lain class le swkta hai sir
Sir, two floors home ki kalampilar Ka distance kitn ade Sakti he
End me bend karna bhul gaya kya
Internet chhar kese bandha jata he
Beem salep ki chat kitni age Tak rah sakti plz reply me
Bhai mujhe b ek advice dedo. Mai ek hall banwa rha hu. 20x50 ka.
To 20 feet lamba beam rahega.
Beam ka size kya hona chahiye aur kon sa sariya lagna chahiye
Where matam? & Where Face Bar?
ji bhai hello Bhai m aap se 1 baat pucchna chahta hu ki mene rcc CChat lagai thi par Bhai uS .me darar aa gai hai cchaje ke andar bhai m ab kya karu usaka elaj
Dr fix it lagakae plaster kardoo
Very well explained
Can you please let me know your contact details please
kindly help us in understanding same size plinth beam detail ..