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...
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.
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....
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?
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
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.
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
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
Size of Column is not clear , How to derive and calculate the size of column , in this lecture only size of beam is explained . Also pls explain how to calculate the size of column and size of Bars to be used.
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.
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 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 ...
easy explanations yet solid knowledge ! 🙋👌
Thank you for your excellent explanation. I always enjoy your calculations and explanation.
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
I have always enjoyed your insightful explanations. This one was really refreshing. Benefiting a lot from it; so please keep it going.
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
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.
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
Plz reduce the light 💡 on the board
How the beam of size 560x760 is land on the size of column of 400X400 .
Exactly
Your very good Engr.. Keep it up and more videos.
Thank you. Great video. Cheers.
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?
Interesting discussion. The loading consideration on that beam design was not clear.
It doesn't mention any load , if the load case will consider what Will be changes in design after considering the load case ???
there is not mentioned about concrete grade
Very Nice Explaination Sir
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
Thank you sir 👌
i designed a hall for confrance . distance bitween the tow coulum is 12m . and the beam bitween them is 78cm .
is this safe
25 ft is not a Critical case.. It's just simple to design .. try 35' at least
35 feet ???
My friend you didn't explain properly how you got 400* 400 for column?
Width of beam 560 and width of column 400 how?
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.
I didn't understand well can you please just start from the beginning or with the formula?
Please the reflection of the light could not allowed us to see proper on baord
How is it possible..Beam's breadth is Larger than column Breadth??
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
That formula is for wood beams???
Excellent thanks
Good day sir.please must the column be square.
In my case I have a span of 9m between rc columns which size of beam should I use
Thanks sir
Plz clear about size of column how can we deside the size of column in normal structure
How u chosen reinforcement as 20 mm......exactly
sir, how to calculate the size of reinforcement bar for this case?
Nice done
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)
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
How 560mm wide beam rest on 400mm wide column???😕
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.
Sir, please tell us the formula according to the change of column length.
What will be the size of column for a beam span of 10m
Thanks a lot... Sirji
Sir area of steel bhi bataye if structural load na pta ho
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
How to reduce size of column on g+1 when slab has been cast
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.
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.
Please explain from footing to top roofing ,
Im confused your column is 400 x 400 but your beam is 560 x 760?
Good content...keep going 👍
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
Are you providing the desig services... I need structure designing of my house.
Can i take the diatance Between to column 22 ft with 10*12 inches size?
25ft span animation video or site video easy to understand thank you sir
Yes this is the correct way 👍
Can i use 10 inch width & 18 inch depth of a beam for a
24 ft gap b/w 2 columns ?
Can I take 30 foot span for commercial building
which one i take 760 x 560 OR 400 x 400
I can't find formula in IS 13920 code
explain it with feet also ,it would be easy to understand
Good sir
Plzz explain how in a column of 300x 300mm ...we can fixed 400x400mm beam as explained by u sir.
hi and thanks for sharing your thoughts, nonetheless, are those sizes indicated in your video applied for 2-3 storeys high structure?
Can I have 9.76 Column by 32 ft
Boss how about if the size is 6meter between 2 column what is the of column and beam?
Does the beam depth include the thickness of floor slab...which is 6inches or 150mm.?
Size of Column is not clear , How to derive and calculate the size of column , in this lecture only size of beam is explained . Also pls explain how to calculate the size of column and size of Bars to be used.
What details of reinforcement beam in this example
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
How you arrived the column size as 400×400 and steel as dia 20
What should be the depth and width between two column of 25 feet
Width of beam is bigger than column size. Is it possible?
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.
How much steel bar
Plz explain for G+1 storey 18ft column and grade beam
Where is the diagonal tension is maximum in a reinforced concrete beam?
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?
Is hair line normal sir
20×55 senter colam requires
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 a lot...
Sir 16 feet span ....Which type beam use...
Assalamo alikom sir.
Sir 24'x30' slab whit out of colum .
It is possible with waffle slab, but cost be double or triple
sir,in this topic,if the size of rcc column is 9x9 inches how many steel bars of 12mm in one column? thank you.
Ur column size 400* 400mm & beam size 760*560mm... is it ok??
I am waiting on his answer as well.
Beam 12x18 inches with 6 Bars of 20 mm and 2 bars of 16 mm is ok
Column 12x18 with 8 Bars of 20 mm dia is ok
Can I use 18' clear span column to column?
thank you
Is it size of slab beam or plinth beam ????? In reference of colm
How it is possible column width is 400mm and width of beam is 560mm
Good evening sir
In this case in column and beam how many rainforcement is provided ?
RCC is designed based on the principle of strong column weak beams.
In this size of column and beam what bars size should be use
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.
السلام عليكم
We have a mosque whose dimensions are 8 * 6 m. What are the dimensions of the columns and beams? Im from Iraq
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 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 ...
good
Can this also be applied to span of 4.8m?
Sir please make a house plan for 20×46