Your title might be confusing; You wrote "bent up bar in STEEL STRUCTURE" but your topic discusses REINFORCED CONCRETE DESIGN. But anyway your explanations are reliable. Thanks man....
But I have a question you are telling to keep spacing less in bottom and top and more in mid but according to bending moment moments is zero at mid and we provide lapping there but how we can spacing more at mid can you explain please.
Thanks a lot sir for the information. I have came across other articles and it turns out that there is a tipical bent up bar that we also call hanging bar wich is provided in intersection between main beam and secondary beam. The purpose of the hanging bar is to reduce the shear into the main beam if it is of a great amount. Can a hanging bar take another vertical load as the column?
What if we provide 2 floting colums on one beam between two main colum can we provide two floting colum by giving 2 bentup bars in one beam or 2nd is only giving one long span bentup bar for two floting colum which is right can we give two floting colum in one beam or not..plz reply
Sir what is a dowel bar. What is the importance of a dowel bar . How is dowel bar different from an anchorage bar. Where is it provided . Please make a video on this
One of the best man, who teach us how build in right way, grt thnx from Russia
One of the best topic....very well explained....
Your title might be confusing; You wrote "bent up bar in STEEL STRUCTURE" but your topic discusses REINFORCED CONCRETE DESIGN. But anyway your explanations are reliable. Thanks man....
Nicely explained lecture. thnx.
But I have a question you are telling to keep spacing less in bottom and top and more in mid but according to bending moment moments is zero at mid and we provide lapping there but how we can spacing more at mid can you explain please.
Mashallah Sir Ji
Allah Bless You 🤧
Please , how to determine the length of bent up bars , the slope of the bars and the total length of the main bars of columns on beam .
Thanks.
waalaikumsalam... very helpful. Thank you!
Very helpful. 👍🏻
Muchas gracias por la información!
Thank you
sir iam your big frind
Thank you sir.
👍🏼 thanks sir
Sir it is important to provide floting colum on down side of crank bar ..and does floting colum require crank up baars in beam..?
Thanks a lot sir for the information. I have came across other articles and it turns out that there is a tipical bent up bar that we also call hanging bar wich is provided in intersection between main beam and secondary beam. The purpose of the hanging bar is to reduce the shear into the main beam if it is of a great amount.
Can a hanging bar take another vertical load as the column?
great
What if we provide 2 floting colums on one beam between two main colum can we provide two floting colum by giving 2 bentup bars in one beam or 2nd is only giving one long span bentup bar for two floting colum which is right can we give two floting colum in one beam or not..plz reply
Is cantilever beam or over hanging beam are they same..??
do we need to make a bent bar also on the 3rd floor if the floating coloumn is continous?
Do i need to provide crank bar between two columns if the distance between two columns is 12 feet?
Sir namaste 🙏
I want to know the middle of the beam if we provide the columns, the bent of bar length not mentioned can u help us with that point
Sir long beam with out column bana sakhty hay or is kalya kiya zaruri hain
Video Starts from here 2:40
hello
can you make an video on design of shear wall as per ACI 314-14
Pl what is the size of the pillar snd beam for 36 feet width.
Thanks sir 🙏
sir,can u able to provide slab on these colums which are placed on beams..plz suggest..i have to shift column on beams.
I thought you could just use extra bars instead of bent up bars to improve strength
Walecum Salam sir
Sir how about the length of the bent up bars?
Sir what is a dowel bar. What is the importance of a dowel bar . How is dowel bar different from an anchorage bar. Where is it provided . Please make a video on this
I made this video check in my channel
Will u plz do same video in Rcc structure
hello you did not tell the lenght to bent up bar how and where to to calculate
Sir one side column 4/16d another side column 4/12d how to design Sir
What is the span of beam
Video is not fully clear.
you did not expain the span of colmn to shift over on beam.
I thought it was 135 degree
Yr urdu mi samjya kro
How do I add a column on top of a column supporting a slab?