This is the best presentation among all your videos. Thank you so much

It is very interesting lecture on colom. Many thanks

watching from Philippines...thanks for the info...Godbless you Sir

Very Informative Content. Thank you Sir.

Wow ,I understood very well how you explain step by step.nicem

Excellent video. Great presentation. Thanks.

Always a good youtube student on your lectures

Thank you to share your knowledge bro👍🏻

Hello sir can I ask if I can use 4pcs 16mm steel bar g+1 with distance of 5meters space between 2 columns?

Very well explained.. Thank you 🙏🙏👏👏

Thank you very informative vedeo

Great sir..thank you 🇵🇭

thank you so much Sir for this useful video. will wait for your next video

Very good information, thanks.

Sir Thanks For Teaching 👍🏻✌🏻

Thanks sam ❤ that idea

Well explained. I liked. Thanks

from REDCO INTERNATIONAL -------------- QATAR .................. GOOD JOB SIR............. KEEP IT UP

Very Helpful..Thx Vai.

Thanks sir good work, what if you're designing for 3floors 2storey

Good video brother

sir thanks your videow is very very important

Exalent.. Than q bro

Thank you.......this interesting.....

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.

eng'r my question is, what is the distance of cover from stirrups,planning to DIY my ground floor. with 6Mx14M.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

watching from Ethiopia. bravo sir

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?

Thank you sir

🙏Tq sir for us your useful video and my doubt's are clear sir😊

Salam alaikum.i really enjoyed the teaching.please can you help us with real physical practical .? thanks

Watching from the Phils. I have watched your earlier video on this and this is a better video presentation. Thanks.

Excellent

i like that u r lefty

🙏 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 sir for this useful video

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

Sir 4 No's 16mm and 2 No's 12mm reinforcements are used in column reinforcements for better construction???

Please also tell the measurements in inches and suttar

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

Love u bro.... Nyc one

If I use 4 16mm instead of 6 12mm which is better?

Thanks for sharing.

Can ibult span 20ft wich size coulmn & wich MM TMT how much bar

Interesting information. We are planning to go for 9x12 inch pillars for G+1, is the 12 mm iron bars good enough?

Thank you

Good explanation Could you tell Barbending schedule

Your rebar is undersized for G+1 story Residential House, nowadays the standard size is 16mm with 10mm lateral ties.

BHAI❤ IDYA

Неплохо , но с нагрузкой непонятно на погонный метр, она распределенная или точечная.

Good job bro. And thank you.

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 ...

Salam dear sami As i watch from your KZfaq 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

Thank you...so usefull

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.??

What is the maximum column to column distance for 9inch X 9inch column?

Excellent!

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?

Super bro

After using 4 rods for the ground floor, can 6 rods be used for the first floor columns

You used the word "should be" "should not be" kindly provide a reference code.

Can we paint the steel rods and stirrups before reinforcement?

Thank you Sir 👍👍

If we use 16 mm rebar for G+1insted of 12mm, will it work?

Tao grato pelo o video aula.

That was great. I wonder why do they make us spend 3 years minimum in college?

How much do you you charge for these?? I have a plan, need the cost estimation, how to reach you?

Can a concrete wall stand above the slab? Without girders/beams below it

what is the maximum distance between two columns in a commercial building. you told that it is 5 m. is it right?

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

Nice presentation Could I used column size 150mm by 300mm

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.

Hello sir can you make vedeo for tiebeam? I am your new subscriber

Thank you sir.

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.

It's so nic

And size of the column base the footings (basket)

🙏

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?

Hello engineer i want to construct 5 storey residencial building ground floor will be parking, what is the size of the column and beam and how deep am i supposed to set the footing? , thanks for your time.

I thought 16mm is the minimum rebars for columns

We are start 1floor rcc building 14 feet to 14feet .. Please say this distance is sufficient for saturing

Hello sir....can we use 9inchX 12inch pillar for G+2 .... ? Please suggest ......steel bars used are 12mm bars.....

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

Sir,. i understand well . I want to know all basics of survey will u explain it through next video sir

Thanks to Allah for this Guy.

Sir, I have a land area about 60×60 feet.. can I build 5 Storey building...? Please estimate my building and draw the design I will be thankful to you...

Sir,what size mm of iron rod should be use in cranch?

Sir how to explain thumb rules sir

How to make foundation on the inclined soil

Sir, Can this beam support a 2 m High concrete Block Wall On it ?Thanks.

Wa.alaykum salam prp❤

Prenume Nume de familie 0 seconds ago Hi there ! Small questions ! 1 Floor building project mix structural and masonry made from AAC 500-600kg/m3 Parietal beam. What is the difference between 30x30 and 25x36 columns sections in this case .Do you think are compatible using same amount of rebar inside ? I want to make as such that the beam size fits the masonry size that s way! What do you think ?and of course laying the orientation of the square angle one on x and one on y axes sequential !

What is the size of column and beam for the 9ft by 7ft mean for 3floor

you said in your other video that the distance between two columns must be 3-6 meters,but this video it is 5 meters...i am confused...

Thanks

I have doubt why. Groubd floor beam 2&2 4 nos of rod And first floor 2&4. 6 nos of rod Also size of rod. For beam

Would that suffice?

what is the meaning of G+1 storey?? is it 2-storey?