Thanks for the making video.... I have doubt about extra top bars, you counted length L/3 from middle of the column but i saw so many cases where L/3 is taken from face of the column. Explain at you ease......
Sir, I wish to extend the Chajja. In this regard, I wish to clarify myself on the following points : 1) My house is a strong construction of 30 year old, at Mysore, Karnataka. 2) The house is built on 30*40 site. 3) There's a Chajja of 28 feet length and 2 feet width and this Chajja has been drawn from the lintel beam to the outside of the wall. 4) I wish to extend this Chajja by 3 feet of width towards compound, so that it becomes a Chajja of 28 feet length and 5 feet width. 5) To do this, I wish to erect 4 circular columns. Is it OK if I erect 4 columns of each column having 12mm TMT bars of 5 numbers? 6) What should be the size of beam? 7) Is it OK if I loop the old TMT bars of Chajja with new TMT bars of 10 mm as the old bars are of 10 mm by welding? 8) The thickness of the present 2 feet Chajja is 5 inches. 9) How should slab be designed for reinforcement?
Thank you for the presentation, can one model a box culvert or mini bridge in Sap2000. is there in one of your videos, a part which explains the procedures? thank you
Sir can you please make a video on how to prepare these beam reinforcement detail diagram and columns as well while you are using the unfinished tutorial project?
Respected Sir, I have few dauts here, 1. If beam rests on beam then there is need of continous support or end support. 2. If beam rests on mid column then only continous support is provided--> Is it correct??
Sir/Madam, I want to extend my Chajja/Loft by 3ft towards the compound and I’ve put 3 columns with distance of 15 feet . The existing Chajja is of 2ft width and 25 ft length. The 3 columns are of 6″*6″ with a finishing of 9″. Is it OK if I go for a beam of 9″*9″ of 16 mm rods at the top and 12 mm rods at the bottom and how many rods I've to use?
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Very nice explanation sir 💯💯
IT IS VERY NICE FOR SUPPORTING TO THE BEGINNER AND CONTINUE
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very informative video kep it up may u live long
Very nice dearvsir
Very informative video
Thank you very much brother...
very nice video,thank you!
Nice video sir its very useful, thank you sir
Thanks for the making video.... I have doubt about extra top bars, you counted length L/3 from middle of the column but i saw so many cases where L/3 is taken from face of the column. Explain at you ease......
Very nice explanation sir
Sir, I wish to extend the Chajja. In this regard, I wish to clarify myself on the following points : 1) My house is a strong construction of 30 year old, at Mysore, Karnataka. 2) The house is built on 30*40 site. 3) There's a Chajja of 28 feet length and 2 feet width and this Chajja has been drawn from the lintel beam to the outside of the wall. 4) I wish to extend this Chajja by 3 feet of width towards compound, so that it becomes a Chajja of 28 feet length and 5 feet width. 5) To do this, I wish to erect 4 circular columns. Is it OK if I erect 4 columns of each column having 12mm TMT bars of 5 numbers? 6) What should be the size of beam? 7) Is it OK if I loop the old TMT bars of Chajja with new TMT bars of 10 mm as the old bars are of 10 mm by welding? 8) The thickness of the present 2 feet Chajja is 5 inches. 9) How should slab be designed for reinforcement?
And does conceal wiring affect the roof or beam of the house ? is conceal wiring good for the house?
sir very useful to your video
Thank you for the presentation, can one model a box culvert or mini bridge in Sap2000. is there in one of your videos, a part which explains the procedures?
thank you
Sir can you please make a video on how to prepare these beam reinforcement detail diagram and columns as well while you are using the unfinished tutorial project?
sri ram Kanikanti for what bro?
sri ram Kanikanti 7019462872
Good.I want to know new video more sir
for the continuous bars, is there a specified location along the span when it's not allowed to splice?
Good.
very informative sir for lapping you say use 60d but you did not mention for development .how we calculate development length?
Respected Sir,
I have few dauts here,
1. If beam rests on beam then there is need of continous support or end support.
2. If beam rests on mid column then only continous support is provided--> Is it correct??
Is 1:1:1 proportion safe for circular columns of height of 8 feet?
Very informative!10q sir
sir, i have a question that if a room of 196 square foot (14/14) then through the middle of the room a beam is required ? is it necessary ??
Sir can u pls tell me that how can we calculate the stirrups distance in beams as the spacing vary at centre and supports
Sir/Madam, I want to extend my Chajja/Loft by 3ft towards the compound and I’ve put 3 columns with distance of 15 feet . The existing Chajja is of 2ft width and 25 ft length. The 3 columns are of 6″*6″ with a finishing of 9″. Is it OK if I go for a beam of 9″*9″ of 16 mm rods at the top and 12 mm rods at the bottom and how many rods I've to use?
Sir I need what type of contract in building given to contractors??
Which of these is useful in which condition of project??
How to calculate Development length...?
sir where is this site ??
Sir please make a video on foundation layout plan reading
Thank u soon much
Great
Hello sir, can you please share the file of beam detailing? Cad file or pdf.
suruma nai mistake vayoo slab ko span increase vayeraw moment increase hudaina... moment is greater in shorter span(direction)
@@engineeringacademy9812 welcome sir it would be correct for beam case
SHARE THE DWG FILE
Saves Kumar