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Namaskar Sir, many thanks for the enlightening presentation.

Assalamualaikum Sir, first of all thanks for such a nice explanation It's my request can anyone please mention the codal clause numbers at the places like edge distance, embedded length (75mm into pile cap) Like clause for minimum pile cap depth

where can we download your pdfs from?

Thank you for making me understand this topic. If you are still on earth I hope you resume making videos.

Sir thanks

The video is faild

Superb

why are you usind bs8110 while you are using ec2

fck and fyk are interchanged is guess at 9.00

Sir, What's the reference to the formulars of design shear resistance? Eurocode or BS?

Thank you sir for the tutorial , i have a question what's the value of moment of inertia I under square root

Hello sir, every thing clear, thanks , but just provides (how get ?) Tqvm sir

great

Anis please understand the slides before you present 😂

good day sir, how do i calculate the load coming from a flat slab( without drop panel) to column. am have issues in getting the moments, how to go about it

Hello. How to calculate the area of reinnforcement without using graf? There is a empirical formulas to calculate As without graf and using N/b*h*fck, M/b*h^2*fck and d/h? Thanks

This f!kng mor!on is totally wrong 😂, on selecting one way slab or two way slab. The one-way slab is supported by a beam on two opposite sides only. The two-way slab is supported by the beam on all four sides. It's not selected using the length of the sides. It should select weather the supports are provided on two sides or all sides. d!mb f!k 😂

Very useful vedio

sir i'm final year civil engineering student. This video is very useful me to do my final year project. These days i'm doing my project sir. Sir i have a question, why sir you put diameter of longitudinal bar = 12mm first and then finally put bar diameter as 25mm?

Interesante video profesor. Buen material. Sumo otro. ruclips.net/video/kSxdM0KkS6A/видео.html

further example?

Hello sir, I have small doubt in the play time 14:58. can you explain how to get the As, provide value 262 mm^2/m.

Hi, really appreciate your work. Just wanted to know where we use yeild line method? and which way is more accurate? Thankx in advance.

Salam Ir. Penerangan yang mantap...

Do you have any video on retaining wall?

salam sir, boleh saya contact sir for my fyp purpose?

very good tutorial. stay safe brother

What if the Vmin is higher than Ved? What should we do?

Can you use Area for load distribution?

Agar pile kajer khobor nai dada

thanks can you teach how to caculate moment

An excellent presentation. Could please do examples of RC column design with uni-axial & bi-axial moments. Thank you and appreciated! God bless you!

good

one way slab please

thanks for recap

For Spacing, 1500/ 8 nos = 175 mm ...where do 1500 come from?

on the minutes of 10.30 indicated that the thickness of pile is 1000 mm..Is it 700 mm or 1000 mm?

good video

i Can't get the right answer for the shear resistance value. Could you please explain where you get 94.9 kN?

Thank you 🙏

good video but i think the voice could be louder . thanks

Excellent presentation thank you!

Pls I need a video about the reliability based code calibration of the eurocode 2 design criteria of reinforced concrete flat slab

please add more videos. your video is very helpful

Excellent work and thank you !

can you please, explain the method of designing the beam according to Eurocode 2 .

How do you calculate Fcd

What is 25?

what is 1.425 .

book name please.