Thank you Eng. I really appreciate your valuable lecture. My country follows BS code this is extremely important for me. Keep uploading i'm always watching your videos. I also recommend to make Etabs analysis and design based on BS8110.
@@jimmyadoranebrida sure thanks. I actually subscribed already. And please also if you don't mind to provide me with your email address so that I can be getting on touch with you quickly
maraming salamat dito sa iyung educational video content ka tropa at malaking tulong ito sa mga students ng mathematics at engineering patuloy lang po kayu sa iyung ginagawa
How are you professor? Iam Balabyekubo I.J.C. Iam begging you professor to cover moment redistribution in beams according to BS8110 How to shift / reduce bars from where they are many to part where bars are few? Thank you.
What is the formula for getting number of bars from area of steel according bs8110 for Fy=410, Fcu= 20, Because BS8110 part 3 doesn't have table for such cases.
How are you professor? Iam Balabyekubo I.J.C I have problem sir and asking for solutions. In floor system consists of one way spanning slabs with beams, there are side beams which don't carry slabs that span in long directions meaning they don't carry slab loads. They just provide restraint Thanks.
How are you professor? Iam Balabyekubo I.J.C. Iam begging you professor to cover moment redistribution in beams according to BS8110 How to shift / reduce bars from where they are many to part where bars are few? Thank you.
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Thank you Eng. I really appreciate your valuable lecture. My country follows BS code this is extremely important for me. Keep uploading i'm always watching your videos.
I also recommend to make Etabs analysis and design based on BS8110.
All of this in 16mins? beautiful
Thank u sir for this great tutorial,kindly aproad more thank u.
Okay. Kindly subscribe my channel for you to be notified. and please like my video. I will upload more in the coming days.
@@jimmyadoranebrida sure thanks.
I actually subscribed already.
And please also if you don't mind to provide me with your email address so that I can be getting on touch with you quickly
Hello sir..
Honestly thanks alot for your help.
These videos are really really of great content. They've been useful to me
Thank you
I will upload more videos in coming days.
maraming salamat dito sa iyung educational video content ka tropa at malaking tulong ito sa mga students ng mathematics at engineering patuloy lang po kayu sa iyung ginagawa
Salamat katropa! ito naman talaga passion ko magturo. Secondary na kung kikita tayo in the future. Ikaw din tuloy lang!
When do we need the cover to have our d cz am struggling alot in finding d if they gave us "Effective span of 5.40m is 450mm deep and 270 wide"
does this take into account for the weight of the slab ? per length over beam
Love it
hi, in the design of shear concrete shear stress, what do you do when d
Book ?
This gave a good idea to do my past papers btw sir, can I know if the effective depth is 350; do we need to interpolate 4 times
How are you professor?
Iam Balabyekubo I.J.C.
Iam begging you professor to cover moment redistribution in beams according to BS8110
How to shift / reduce bars from where they are many to part where bars are few?
Thank you.
What is the formula for getting number of bars from area of steel according bs8110 for Fy=410, Fcu= 20, Because BS8110 part 3 doesn't have table for such cases.
are you have now solution this promlem
where I can get this BS code pdf for free?
How are you professor?
Iam Balabyekubo I.J.C
I have problem sir and asking for solutions.
In floor system consists of one way spanning slabs with beams, there are side beams which don't carry slabs that span in long directions meaning they don't carry slab loads. They just provide restraint
Thanks.
Great video Sir.
Please can you recommend a textbook on this?
Design of Structural Elements by Chanakya Arya
Pls do a video on shear in reinforce concrete
I mean explain the concept of the shear in reinforce concrete... I’ll be very grateful if you do that ...I’ve subscribed also 👍🏾
Sir I couldn't find these design in BS8110:1997
You didn't multiply vc by (fcu/25)^1/3
How are you professor?
Iam Balabyekubo I.J.C.
Iam begging you professor to cover moment redistribution in beams according to BS8110
How to shift / reduce bars from where they are many to part where bars are few?
Thank you.