I have planned to construct two separate rooms like 20*10 ( ground floor with 10*14 room size at first floor) & 22.5*10 (only ground floor) . My engineer suggested RCC is as follows. Pls tell it correct or not. Basement level of 22.5*10 is 2 feet less than 20*10 room 1. For 20*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 8 feet at one end and 11 ft at other end. Plinth beam with 1.5 feet height and 9*9 (l*b). Ceiling height is 10 feet. Planned tie beam at below windows (2.5 feet) and lintel (7 feet) of 6 inch rcc 2. For 22.5*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 10 feet at one end and 10 ft at other end. Plinth beam with 1 feet height and 9*9 (l*b). Ceiling height is 12 feet. Planned tie beam at below windows (4 feet) and lintel ( 8 feet) with 6 inch rcc And join the both room in ceiling and both room in 90 degree position to each other
Salam dear sami As i watch from your TH-cam the information is practical use and it is good May i ask you if you give us complete design for a house from slab to footing
you said ground floor beam, then first floor beam... The ground floor beam should be the plinth beam.. please explain keeping that in mind...with diagrams Jazakumullah Khair
Hi sir , your lecture is very interesting n motivating , I asking you what should be the sizes of footing , column n beam , if the span between two column is 7.9m n height is 4.5m on ground + 2 storey n what size of metal bars should be used for footing , column , beam n slab n where to reinforce , thks buddy ...
Quite far from any code Would this 9"x12" beam design (with 2 D12mm bars at the base) support on a second floor the load of 30% of a 12'x12' slab and 9' high 6" block wall and residential Live load? Answer: nope.
This is the best presentation among all your videos. Thank you so much
Very Informative Content. Thank you Sir.
It is very interesting lecture on colom. Many thanks
watching from Philippines...thanks for the info...Godbless you Sir
Excellent video. Great presentation. Thanks.
Wow ,I understood very well how you explain step by step.nicem
Thank you to share your knowledge bro👍🏻
Always a good youtube student on your lectures
thank you so much Sir for this useful video. will wait for your next video
Great sir..thank you 🇵🇭
Very well explained.. Thank you 🙏🙏👏👏
Very good information, thanks.
Well explained. I liked. Thanks
Thank you sir for this useful video
Sir Thanks For Teaching 👍🏻✌🏻
sir thanks your videow is very very important
🙏Tq sir for us your useful video and my doubt's are clear sir😊
watching from Ethiopia. bravo sir
Excellent
Thank you very informative vedeo
Thanks sam ❤ that idea
Very Helpful..Thx Vai.
Good video brother
Excellent!
Thank you Sir 👍👍
Love u bro.... Nyc one
Interesting information. We are planning to go for 9x12 inch pillars for G+1, is the 12 mm iron bars good enough?
Watching from the Phils. I have watched your earlier video on this and this is a better video presentation. Thanks.
Hello sir can I ask if I can use 4pcs 16mm steel bar g+1 with distance of 5meters space between 2 columns?
Wa.alaykum salam prp❤
Thank you.......this interesting.....
Thank you...so usefull
Thank you sir.
Exalent.. Than q bro
Thanks for sharing.
from REDCO INTERNATIONAL -------------- QATAR .................. GOOD JOB SIR............. KEEP IT UP
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Thanks sir good work, what if you're designing for 3floors 2storey
Sir,. i understand well .
I want to know all basics of survey will u explain it through next video sir
I have planned to construct two separate rooms like 20*10 ( ground floor with 10*14 room size at first floor) & 22.5*10 (only ground floor) . My engineer suggested RCC is as follows. Pls tell it correct or not. Basement level of 22.5*10 is 2 feet less than 20*10 room
1. For 20*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 8 feet at one end and 11 ft at other end. Plinth beam with 1.5 feet height and 9*9 (l*b). Ceiling height is 10 feet. Planned tie beam at below windows (2.5 feet) and lintel (7 feet) of 6 inch rcc
2. For 22.5*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 10 feet at one end and 10 ft at other end. Plinth beam with 1 feet height and 9*9 (l*b). Ceiling height is 12 feet. Planned tie beam at below windows (4 feet) and lintel ( 8 feet) with 6 inch rcc
And join the both room in ceiling and both room in 90 degree position to each other
Do the size of the steelbar depends on the space between columns.. For example, is 12 mm strong enough if the colunns are 15 ft apart?
i think it is enough for 5 meters as he discussed in the video
Thank you sir
Good job bro. And thank you.
Hello sir....can we use 9inchX 12inch pillar for G+2 .... ? Please suggest ......steel bars used are 12mm bars.....
Super bro
Nice presentation
Could I used column size 150mm by 300mm
Is it ok to reduce spacing of ties in column at center if there are lappings? I mean add more ties to support lapping area.
Sir 4 No's 16mm and 2 No's 12mm reinforcements are used in column reinforcements for better construction???
Salam dear sami
As i watch from your TH-cam the information is practical use and it is good
May i ask you if you give us complete design for a house from slab to footing
What about the bending stress (which is max. at middle) at the middle of the horizontal beam.. shouldn't we strengthen the middle portion more?
Good explanation
Could you tell Barbending schedule
eng'r my question is, what is the distance of cover from stirrups,planning to DIY my ground floor. with 6Mx14M.thanks.
Tao grato pelo o video aula.
that is why there's a structural engr for the building strength and the work of architect is for the beauty.. concept.. economy.. and planning
Salam alaikum.i really enjoyed the teaching.please can you help us with real physical practical .? thanks
you said ground floor beam,
then first floor beam...
The ground floor beam should be the plinth beam.. please explain keeping that in mind...with diagrams
Jazakumullah Khair
i like that u r lefty
Shaitan ka haat
@@samiullahk7223 the hand 🤚🏽 which gives knowledge is that of god ….
Keep quite 🤫🤫🤫🤭🤭
Easily understand ble and simple tq
🙏 Thanks for important information. But keep your body lil away from board after completion of every steps so that viewers can take snap shots
Thank you
You used the word "should be" "should not be" kindly provide a reference code.
How to make foundation on the inclined soil
Can we paint the steel rods and stirrups before reinforcement?
for the coloumn if it's 9x9 then is it the size of bar? or final concreate? if just bar then what should be the concreate size?
what is the maximum distance between two columns in a commercial building. you told that it is 5 m. is it right?
Thank y ou u very much for this knowledge. My question is .can I provide a crank bar on a column since is more economical.??
Your rebar is undersized for G+1 story Residential House, nowadays the standard size is 16mm with 10mm lateral ties.
Can a concrete wall stand above the slab? Without girders/beams below it
Please also tell the measurements in inches and suttar
What is the maximum column to column distance for 9inch X 9inch column?
If I use 4 16mm instead of 6 12mm which is better?
That for G+3 structure
Неплохо , но с нагрузкой непонятно на погонный метр, она распределенная или точечная.
Can ibult span 20ft wich size coulmn & wich MM TMT how much bar
🙏
After using 4 rods for the ground floor, can 6 rods be used for the first floor columns
Hi sir , your lecture is very interesting n motivating , I asking you what should be the sizes of footing , column n beam , if the span between two column is 7.9m n height is 4.5m on ground + 2 storey n what size of metal bars should be used for footing , column , beam n slab n where to reinforce , thks buddy ...
Thk u sir , waiting for your next videos. GB
Can I build a G+2 residencial house on a 3.54"x7.1" column in 31x40 ft site with 20 columns? I am using 6" solid bricks for ground floor.
What is the size of column and beam for the 9ft by 7ft mean for 3floor
That was great. I wonder why do they make us spend 3 years minimum in college?
If we use 16 mm rebar for G+1insted of 12mm, will it work?
And size of the column base the footings (basket)
How much do you you charge for these?? I have a plan, need the cost estimation, how to reach you?
Make a video for G+2 please.....
Sir,what size mm of iron rod should be use in cranch?
Salamalaikum engineer...question how about 16mm steel bar combine to 12 mm steel bar for my colum in 2 storey residential house would that be okay?
Thanks to Allah for this Guy.
Could you explain slab design drawing details for g+1 storey sir
sir how about L/16 for the depth of the beam?
I thought 16mm is the minimum rebars for columns
Sir, pls give instructions about 18 feet span beam...only one in my design..other wise column comes into living area
Hello sir can you make vedeo for tiebeam? I am your new subscriber
Bro for 60x40 what is the size of beam colum and slab bro for residential building ground floor + first floor bro
Already I have laid 9" column has used 16" 4nos steel rods cld I have G 1 with roof with a slab. My beam length is maixum 15feet. Pls advise
Sir how to explain thumb rules sir
Quite far from any code
Would this 9"x12" beam design (with 2 D12mm bars at the base) support on a second floor the load of 30% of a 12'x12' slab and 9' high 6" block wall and residential Live load? Answer: nope.
helo sir
when u speak about g+1 story do u mean the gound floor column is still using 4 main bar size 12mm is okay or what
It's so nic
SONICE
For only ground floor home, does column size is 9*9 enough, if so 9*9 inch includes concrete work also or only steel dimension. Thank you sir
Includes concrete also
G+4 Building 🏢 if Span between two columns are 15 to16 and columns size 9"×16" with 4 numbers 16 mm and 2 numbers 12 mm steel bars is ok...
We are start 1floor rcc building 14 feet to 14feet .. Please say this distance is sufficient for saturing
Would that suffice?