Thank you for the information you provide in your videos. I have found your videos to be very helpful.
there is not such a word to thank you! you are amazing!!!!
Very good explanation about column, beam and slab calculation. Tks for sharing.
Congratulations dear sir, u r really great in explaining the concepts. Salute u
Appreciated 🙏👍👍👍👍 please add more videos..cos your skills is very very useful for many peoples...And May God bless you for your generosity..👍
Thank you very much sir, What a lecture?!
Your videos are very educative & useful. Thanks.
Explanation is very gud nd simple. Thank u
Hi Engineer,
I am a building contractor in Srilanka and i watch your videos regularly now.
Your lectures are extremely superb and very very useful to foster my knowledge in Buildings.
Thank you Sir.
Good job God bless you for giving this expensive knowledge for free
Jazak Allahu Khair
Good lecture
And we very appreciative it
Watching here from.the Philippines. Great info for us non engineers. Keep up the good work. Brgds
Very nice sir , ur teaching skills amazing 😍 🇱🇰🇱🇰
Thank you sir, you make engineering more intresting
Thanks a lot.Civil engineering in your blood.
Thank you very much !!!!
Helpful for engineers👍👍👍
❤ thanks sir, for mentoring my brain.
I really understand all your explanations on 7 point for Civil Engineers
Thank you for lecture sir
What is the thickness of slab when u have crank bar in the slab .I seen a slab with PVC running through and its 4" plus the column some of the was st king all the way through the slab .he was supposed to chip the long one off.
Thank for this guide line
Fantastic!
VERY GOOD, THANKS
Very useful information thanks a lot
Thank you sir, given the information and remember something in this video
what if i only have 3mx3m. per formula it is a 2 way slab. but is it not too small to do a two way slab? should it not be a one way slab instead?
thank you very much
Great sir....👍
that was
so benifit thank u so much
Instructor thank you!
Thank you so much
superb sir
Thank you sir 🤩
Masha allha.. Helpful
A very nice lesson👍
Very good and I am a civil engineering student and I learned a lot from it
Thank you very much sir
marvelous
I like it sir
You are a good teacher
Great 👍
thank you.
Em u r big fan sir... Love from kashmir
Thank you so much 🌹🌹🌹🌹👍👍
Very helpful sir
Greaat videos.
Thank you sir good class
Thanks good teacher
Thank bro
good work
masha allah most veluable vedio.
Keep it up dear
Excellent 👍👍👍
Thanks sir 👍
Hello boss am from Uganda u doing amazing job thank u
thanks!
Very good teaching
thanks sir
Thanks
Great
In the video from the construction of the ceiling, there were badly made stirrup bars (90 degrees) :-)
Moreover, it seems that the bottom reinforcement does not need such a large overlap in the area of the beam (perpendicular to the beam).
If the cover is too large, the load-bearing capacity of the beam is reduced (a smaller arm of internal forces in the reinforcement). So it should be selected according to the needs (environmental class).
Besides, as always, a very nice movie, it's a pleasure to watch :-).
Am a steel fixer but sometimes i do caught up on understanding achtects drawing despite schedure. Is there any secret behind it?
MashAllah Good bless you
well said
Nice 👍
Very good and very nice bro
Can I build a G+2 house on a 3.54"x7.1" column in 31x40 ft site with 20 columns? I am using 6" solid bricks for ground floor.
Good job
Supper sir
Good teacher
Sir how to place a bar on sloping roof concrete in residential building ??
How we can put the diameter of the bars in slab lets if diameter of 12 and diameter of 10
and in main bar and distrbution bar
Thank you sir,I need also for staircase
What is is the concrete mix ratio for a water proof roof slab and its recommended minimum thickness for a span of 4.6m x 4.5 slab.
I am a Civil Engineer. I think this technology is obsolete already. All floor slab I design to have top bars and bottom bars
You have simply over-designed your slabs at unnecessarily higher cost to your client. Just my 2c.
Nice sir
Hi sir,
Make one class for in column percentage of steel and concrete
Very lucid.... with one suggestion. At the end of page sketches.... please make the screen fully visible so that we can save this.... with regards for sharing.
10×D Is it for both hooks ?
Thanks .
my teacher
Thank for this interresting video. But at the end of the video , we should have Ld=16D=16*1.6
Sir 16D is constant formula for every structure???
Big. Salut
Efforts appreciated but in the explanation is causing confusion especially the placement of bars and manner of explanation. A recast of the video and correction to it would make it better for assimilation
👏👏👏
Sir I need estimations for buildings
Greetings sir. Can you give us the size and reinforcement of column carring a steel roof spanning 60metr width and 100metr length. We appreciate your lectures
Dear sir as we are considering
Longer span/shorter < 2 2way slab
Longerspan /shorter > 2 1way slab these Calculations for meters....then what should be the calculation for Feets how can we get value in FEETS...PLZZ REPLY 👍
for the number of stirrups in your formula 6m/0,3m = 20 stirrups. you missed out to Plus One. making it 21 stirrups.
Can columns be Creek after base casting?
Sir your vedio was good but Iam a common man, I wasn't able to understand what you meant by hooks angle , is it the angle of stell rod used in the column where it reaches the top of the bed or mat. I also didn't understand the development length and where you were applying it.All the rest was crystal clear.
Sir Ld formula for column 45 d to 55 d we take always 50 d .
How to find polegon and pentagon area please making one vadio with details.
The 160 is stardart
Sir distribution bars should be placed on longer direction
Where is the chairing on the bars? You leave them on the plywood?
There are three condition sir grater than, less than or equal so what about the equal one
I saw ever best Teacher in the world 🌏🗺 Your are the Best Man 😘😘❤🇮🇳