I have a 200mm x 400mm beam For LS/RS 4-16mm top bars and 3-16mm bottom bars For Mid Span 3-16mm and 4-16mm for bottom And addition side reinforcements 2-16mm on both side.
Dear sir, How to calculate the average spacing of ties, if a column having length of 3 m. The spacing of ties in CR (i.e. 1 m) is 125 mm and in NR (i.e. 2 m) is 175 mm. Thanks
Sir design a over hanging beam for staircase with load of brickwork over staircase from lintel to 1st floor slab. The bar details and limit for over hanging.
I love your teachings. Receiving you from Nairobi Kenya
Good job. Please next video about column for G+1 and the footing of G+1.
Thank you
hey thank you for this. It's really helpful for planning a small household extension project
Very helping video thanks a lot we from Karnataka shimoga dst
From Tanzania 🇹🇿 we are together
Very good video love from india
Sir, Thanks For Teaching ✌🏻👍🏻👌🏻
your videos are great brother
You should refer IS 456 when you going to Design beam or any rcc structure.dosent Matter what your project was.
How about crank bar? .. and in the mid you can keep 200 mm... What does it mean?
JABAR DAST BHAI AGLA CHAPTER SLAB AUR COLUMN KA ZARUUR DAALE
👍
Domestic G+2 Building column with 16mm 4 iron bars with 150mm spacing is enough.footing is 4.5'×4.5' and slab thickness 5' with 10mm rods spacing 6'.
Domestic G+2 building 12*9column with16mm 4 iron rods,6mm spacing is enough?
Better to mention the recomanded max span for this section as well
PLEASE SUGGEST
max span < 12*depth
Sir how about column design for g+1? Thank you, and keep safe 😉
Great job
Thanks sir
Is the 12 inch depth of beam including the slab thickness or excluding?
Sir but my personal experience the beam with 225 mm width will fail in some location so preferred 300 *300 beam dimension
Sir, that means crank bars inside the beam for this type of G+1 storey building will not be required?
Sir is it for slab beam or plinth beam?
Great video Sir
What is the maximum span for beam only using your minimums ? Thx
This is so useful video❤
9 x 12 mean after concrete cover or the other way
No distance of column mention from the given size of beam as standard
Sir what about G+1 with roof slabs, how much the size of column and how many deform bars?
Sir, grade 20 ratio is 1:2:4, for 1:1.5:3 ratio is for grade 25..for reinforced structures
1:2:4 is M15 concrete
Thanks you so much mere bhai
Sir ya same lacture second chenal par bhi samjana
I have a 200mm x 400mm beam
For LS/RS 4-16mm top bars and 3-16mm bottom bars
For Mid Span 3-16mm and 4-16mm for bottom
And addition side reinforcements 2-16mm on both side.
Including slab or not,
Watching frm philippines,, sir can I use that size of beam 9"×12" for 5000mm distance of column?thank you and god bless.
Span not specified, please maxium span for above said size of beam
Sir how about tie beam design? Thank you for your doing. I learnt a lot.
In Nigeria we use 6" block for one storey building, can I use beam size of 6"x6" for my plinth beam and beams
Sir Make a Video For G+2 Domestic building. Footing to Beam to Columns
What should be the dia of main bar if the distance between two column is 5.4m for g+1 residential building
Sir colum steel how many size
Beam should be rectangular. Right? Why 225x225?
5 meters spacing for the column is enough??
What's the span of the beam you are talking about
Sir clear span of column ?
Sir how to place reinforcement for slab for g+1 and which size of rebar should be used
how about those of us using 6" or 150 mm CMU block, what would be the size of our beam
You not mention the span of beam??? Please reply
Ok sir this beam detail plinth beam or roof level beam explain it sir
What is the minimum & maximum length of the beam.thank you.
It should be 6 no of bar for g+1
Dear sir,
How to calculate the average spacing of ties, if a column having length of 3 m. The spacing of ties in CR (i.e. 1 m) is 125 mm and in NR (i.e. 2 m) is 175 mm.
Thanks
150 mm preferable
Sir design a over hanging beam for staircase with load of brickwork over staircase from lintel to 1st floor slab.
The bar details and limit for over hanging.
Sir, put same type videos of videos for different column spacing
Thank you 🙏🙏
good video, but you didn't mention the maximum span between pillars
3 metres
Beam depth and steel Dia changing for span expansion
How do I know the max. Spacing of the lateral ties?
Bro how to calculate in Auto Cad (slab, beam,and column) load . Plz make a video.
I'm from Bangladesh
Maximum span of beam please the above mentioned size of beam and steel
Thanks dear
Not mentioned max. Length which is the most important.
12 MM and 10 mm for 2 storey house is OK?
No Crank bar ?
What will be the size of grade beam
PLEASE, WHAT ABOUT FOOTHINGS
Ao sir plz try to show also in practical form .
What about the span,earthquake zone?
Colum size 9'*2feet span distance 32 feet beam details
Beter you explain in the inches we understand past
Standard Concrete Cover should be 25 mm.!!!
What about the beam length
How about the grade of the steel?
Sir what about column and slab
Sir is that applicable for 5 m span
Is that really ok for 5000 mm span
I'm using 4 x 16mm main bars
And it's only for a roof beam carrying roof truss loads and ceiling
Sir I need maximum spacing, please reply
Sir can I design 18×24 ft span slab resting on 4 beams and 4 columns
सर बीम साईज ईंकयुलडींंग स्लॅब थीकनेस आॅर वीथआॅउट स्लॅब थीकनेस अॅंड स्लॅब थीकनेस फायू ऑर सीक्स इंच, हाउ मच वुई वील गीव फॅार धीस डीझाईन. प्लीज रिक्वेस्ट यू टू क्लॅरिफाय् धिस.
In autocad
Max.Span of beam
software analysis needed
Dear sir, do u have any whatsapp group
For G+1 storied framed structure building what should be beam column dimension for rooms 12'x18' and 14'x16'
It's different for your site condition
What do you mean of G+1
Is it 1 storey or 2 storey
Ground floor + 1 floor
2atorey
I.e:Ground floor + 1st floor