Thanks for your work sir. What would be the foundation column and plinth beam design for garage with a master suite above using these beams as floor beams?
Only one doubt... Beam width is bigger than column width... Will it be safe to carry load... 700 x 500 - Beam size... 400 x 400 - Column Size... 500 sits on 400... Will column show heavy buckling when 50mm on either sides of the beam projected outwards...
On existing Third floor terrace floor Column size has 450mm x 230mm Total 8 column Total three galas Each gala has, columm to column span is 12'8" x 18' ( note : this dimensions are not measured from the centre to center of the column ) All 10 beams has width 6" and depth 24" We are willing to increase one more slab i.e. fourth floor slab this would be our last slab With same all dimensions as above third floor have except beams. Beams would have width 9" and depth 12" on fourth floor So would it work out ????? Can this transfer load properly Waiting for your response
For G+2 building, 7.5 x 7.5 m grid system , central columns will have minimum 2200 km reaction.(Live load 3kn,DL 1.5, seismic zone iv) So min.size column 600x600 mm Beam 450x450 will be more than enough....
Just work through one example as per the regulation. You can talk about variations after. You keep dotting around from this to that which makes it confusing.
Dear kindly tell the height of ceiling, because trends ate are shifting , what if i want the ceiling height to be 25 feet, can the same formulae be used there as well ? thanks
Please, in G+1, what about using 4x16mm bar, in a col. size of 225x225mm between a span of 6200mm and dept of beam 450mm with bar 5x16mm. Can it carry?
Thanks So Much, is there any calculation if the store increase? Example if the building 3 store same calculation or footage and column and beam will increase is it, do we have any formula for that
Sir plz tell us how we can know which size of bar use in beam or column and also formula for it to calculate the size of bar for different kind of spans
Kindly put design of 9.40mtr Spain for slab beam as well as how to fing steel in beam col and slab kindly explain with clearity I mean 4% area of col we how much steel we can used in col.
(1) in ground coloum size 9 by 15, there is 6 no of bar 12 mm bar on corner and middle 10 mm bar, in first floor I want to put more steel, like all 6 no of bar 12 mm, can I do it,. (2) we have 35 feet span of two columns, what beam should be design , please answer immediately
I have 30x45 plot , want to construct G+2 , Standard Column size in my city for the mentioned plot size is 6"wx18"d, Can I calculate Beam Size on the basis of mentioned column size for the distance b/w column i.e 12 ft , 16 ft , max 18 ft. Thanks in Advance
Sir my house column size is 10/10 inch and 6 tmt bar ( 4 nos 16 mm and 2 nos 12 mm ) maximum distance 14 feet only for G+G1 provision ... Ring size 8 mm tmt with 6 inch c/c ... Any problem in future please reply sir ...
Dear sir, what should be the reinforcement in beam for 25 feet long beam for 3 storied building and is it necessary to provide side face reinforcement in beam..???
@@youngindia9046 Yes I got it...it depends on structural loads and others but generally what is appropriate...range...I have the same case 25 feet spacing between columns. I gave 450x600 beam with 6 through 20 mm dia bars at bottom and 3-20 Th at top with 3-20 as curtailed bar...is it okey...in general sense...??
Assalamualaikum, Sir, thanks for guide line for columns and beam sizes in accordance with the IS 131920 code. Could you please make a video thoroughly, I mean A to Z in a professional way. Suppose, we know the bearing capacity from Geo Tech report and how we can design the building with load of 250 Psf, 200 Psf, 150Psf like that. Although your videos are very helpful but short.
I have always enjoyed your insightful explanations. This one was really refreshing. Benefiting a lot from it; so please keep it going.
Thank you for your excellent explanation. I always enjoy your calculations and explanation.
easy explanations yet solid knowledge ! 🙋👌
How do you rest the 560 mm width beam on the 400 X 400 mm column which you have calculated?
He's bullshit!!!
I came here to comment this.. XD
Absolutely
Indeed
Means column size also must be changed
Thanks for your work sir. What would be the foundation column and plinth beam design for garage with a master suite above using these beams as floor beams?
Thank you. Great video. Cheers.
Very Nice Explaination Sir
Only one doubt... Beam width is bigger than column width... Will it be safe to carry load... 700 x 500 - Beam size... 400 x 400 - Column Size... 500 sits on 400... Will column show heavy buckling when 50mm on either sides of the beam projected outwards...
Please urdu main lecture diya krein g
Right
Thank you sir more doubts are cleared thank you very much sir more useful
Very good question
For 400 x400 column beam size can be restricted to 700 x300 or not
Your very good Engr.. Keep it up and more videos.
Good content...keep going 👍
i designed a hall for confrance . distance bitween the tow coulum is 12m . and the beam bitween them is 78cm .
is this safe
Thanks a lot... Sirji
hi and thanks for sharing your thoughts, nonetheless, are those sizes indicated in your video applied for 2-3 storeys high structure?
On existing Third floor terrace floor
Column size has 450mm x 230mm
Total 8 column
Total three galas
Each gala has, columm to column span is
12'8" x 18' ( note : this dimensions are not measured from the centre to center of the column )
All 10 beams has width 6" and depth 24"
We are willing to increase one more slab i.e. fourth floor slab this would be our last slab
With same all dimensions as above third floor have except beams. Beams would have width 9" and depth 12" on fourth floor
So would it work out ?????
Can this transfer load properly
Waiting for your response
Gud knowledge sir
How the beam of size 560x760 is land on the size of column of 400X400 .
Exactly
Interesting discussion. The loading consideration on that beam design was not clear.
Plz reduce the light 💡 on the board
My column is 9/14 with 16mm bar 3 layer can I take 25ft span beam on this column and pls suggest about steal bar mm for beam
For G+2 building, 7.5 x 7.5 m grid system , central columns will have minimum 2200 km reaction.(Live load 3kn,DL 1.5, seismic zone iv)
So min.size column 600x600 mm
Beam 450x450 will be more than enough....
this guys make tutorial only for G+1 ...watch his previous videos..dumbb
Thanks a lot...
It doesn't mention any load , if the load case will consider what Will be changes in design after considering the load case ???
Excellent thanks
Thank u !!!!!!
Just work through one example as per the regulation. You can talk about variations after. You keep dotting around from this to that which makes it confusing.
Nice done
sir, how to calculate the size of reinforcement bar for this case?
Thanks.
Does the beam depth include the thickness of floor slab...which is 6inches or 150mm.?
Can I provide a column distance of 6mtr for a column size of 250x300mm and also what should be it's beam size and its RCC details. Suggest pls.
In my case I have a span of 9m between rc columns which size of beam should I use
Thank you sir 👌
best bro
Dear kindly tell the height of ceiling, because trends ate are shifting , what if i want the ceiling height to be 25 feet, can the same formulae be used there as well ?
thanks
Please, in G+1, what about using 4x16mm bar, in a col. size of 225x225mm between a span of 6200mm and dept of beam 450mm with bar 5x16mm. Can it carry?
thank you
Sir, after a foundation of a G+1 story has been cast and it's discovered that footings are needed. How do you Add the footings.
what will be tha slab design for lets say L= 25 ft and B= 20 ft... the area is too large will the slab bar hold it or we need support beam
Can i take the diatance Between to column 22 ft with 10*12 inches size?
Sir can i take 19 feet span with column size 9/15 with16mm 6 bars rectangler shape it is safe or not plz reply only single floor.
Thanks sir
Plz clear about size of column how can we deside the size of column in normal structure
Can I use 18' clear span column to column?
hollow sir
if the building length 31m width 8m, what types of footing we use and how depth is the footing, and what standard column span?
sir,in this topic,if the size of rcc column is 9x9 inches how many steel bars of 12mm in one column? thank you.
Boss how about if the size is 6meter between 2 column what is the of column and beam?
there is not mentioned about concrete grade
How to provide hidden beam between two RCc columns of 7 mts
Hello Sir hope your are good and enjoying your life.
My question is that can we make col 6x12 inches. Because concrete block width is 6 inches.
What size bars+amount use in column?
What size bars+amount use in beam?
Can the width(400) of beam be the same size as column(400x400)
Can I take 30 foot span for commercial building
Thankx u sir
Where is the diagonal tension is maximum in a reinforced concrete beam?
Good sir
In this size of column and beam what bars size should be use
Thanks So Much, is there any calculation if the store increase? Example if the building 3 store same calculation or footage and column and beam will increase is it, do we have any formula for that
Is it size of slab beam or plinth beam ????? In reference of colm
Is there any condition for plinth beam design
Sir area of steel bhi bataye if structural load na pta ho
What if you have an 9m rc beam span is it possible?
Sir can i take 9'×15inch column for span of 5 meter (16ft), with G+1
Sir plz tell us how we can know which size of bar use in beam or column and also formula for it to calculate the size of bar for different kind of spans
Sir, please tell us the formula according to the change of column length.
Can i use 10 inch width & 18 inch depth of a beam for a
24 ft gap b/w 2 columns ?
Yes this is the correct way 👍
Kindly put design of 9.40mtr Spain for slab beam as well as how to fing steel in beam col and slab kindly explain with clearity I mean 4% area of col we how much steel we can used in col.
good
25ft span animation video or site video easy to understand thank you sir
What is the depth of foundation for 4 storey building?
This depend on the geological conditions. Under normal circumstances, 1.5 metre depth, 4 X 4 length and breadth is enough.
(1) in ground coloum size 9 by 15, there is 6 no of bar 12 mm bar on corner and middle 10 mm bar, in first floor I want to put more steel, like all 6 no of bar 12 mm, can I do it,. (2) we have 35 feet span of two columns, what beam should be design , please answer immediately
Atleast beam depth should be 2 ft
I have 30x45 plot , want to construct G+2 , Standard Column size in my city for the mentioned plot size is 6"wx18"d, Can I calculate Beam Size on the basis of mentioned column size for the distance b/w column i.e 12 ft , 16 ft , max 18 ft. Thanks in Advance
Not getting it answer
Width of beam 560 and width of column 400 how?
What should be the depth and width between two column of 25 feet
How 560mm wide beam rest on 400mm wide column???😕
Are you providing the desig services... I need structure designing of my house.
How to reduce size of column on g+1 when slab has been cast
Sir
How you arrived the column size as 400×400 and steel as dia 20
Width of beam is bigger than column size. Is it possible?
How to rectify column if it shifts 1feet
25 ft is not a Critical case.. It's just simple to design .. try 35' at least
35 feet ???
Sir pl. Is it beam depth included slab thickness🙏clarify.
Yes including slab thickness
What is the size of column for 15x20 sqft area
Can this also be applied to span of 4.8m?
Good evening sir
In this case in column and beam how many rainforcement is provided ?
Plzz explain how in a column of 300x 300mm ...we can fixed 400x400mm beam as explained by u sir.
How come the dimension of column could be less than the dimension of beam ain't we suppose to provide strong column weak beam
Sir my house column size is 10/10 inch and 6 tmt bar ( 4 nos 16 mm and 2 nos 12 mm ) maximum distance 14 feet only for G+G1 provision ... Ring size 8 mm tmt with 6 inch c/c ... Any problem in future please reply sir ...
I can't find formula in IS 13920 code
Dear sir, what should be the reinforcement in beam for 25 feet long beam for 3 storied building and is it necessary to provide side face reinforcement in beam..???
It depends many more factor such as soil quality , zone of earthquake, loads etc
@@youngindia9046 Yes I got it...it depends on structural loads and others but generally what is appropriate...range...I have the same case 25 feet spacing between columns. I gave 450x600 beam with 6 through 20 mm dia bars at bottom and 3-20 Th at top with 3-20 as curtailed bar...is it okey...in general sense...??
sir, for this column which span is almost 25 feet, what we should required minimum dia of longitudinal bar and also same as beam ?
I need between two colums distance and beam size
Can this be true for a 3 storey bldg?
What details of reinforcement beam in this example
السلام عليكم
We have a mosque whose dimensions are 8 * 6 m. What are the dimensions of the columns and beams? Im from Iraq
That formula is for wood beams???
Sir 16 feet span ....Which type beam use...
Please explain from footing to top roofing ,
Assalamualaikum, Sir, thanks for guide line for columns and beam sizes in accordance with the IS 131920 code. Could you please make a video thoroughly, I mean A to Z in a professional way. Suppose, we know the bearing capacity from Geo Tech report and how we can design the building with load of 250 Psf, 200 Psf, 150Psf like that. Although your videos are very helpful but short.
Sir please make a video for column and footing size for a 3storied home.
Assalamo alikom sir.
Sir 24'x30' slab whit out of colum .
It is possible with waffle slab, but cost be double or triple
How many rad should come in beam