- Видео 8
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ANIS AZMI
Добавлен 8 ноя 2015
Simply Supported Beam Design Accordance with Eurocode 2
By Ir Basir Noordin
Faculty of civil Engineering
UiTM Shah Alam, Malaysia
Faculty of civil Engineering
UiTM Shah Alam, Malaysia
Просмотров: 11 217
Видео
Construction Technology Syllabus
Просмотров 1276 лет назад
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Slab Design Accordance with Eurocode 2
Просмотров 25 тыс.6 лет назад
By Ir Basir Noordin Faculty of Civil Engineering UITM Shah Alam, Malaysi
Pile Cap Design Accordance with Eurocode 2
Просмотров 33 тыс.6 лет назад
By Ir Basir Noordin Faculty of Civil Engineering UITM Shah Alam, Malaysi
Column Design Accordance with Eurocode 2
Просмотров 26 тыс.6 лет назад
By Ir Basir Noordin Faculty of Civil Engineering UITM Shah Alam, Malaysia
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
SAME QUESTION HERE
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.
Hello,, same my question.
Hi, really appreciate your work. Just wanted to know where we use yeild line method? and which way is more accurate? Thankx in advance.
Ygug🎉😊vu
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?
Plan of cap 300x2+900
Agar pile kajer khobor nai dada
on the minutes of 10.30 indicated that the thickness of pile is 1000 mm..Is it 700 mm or 1000 mm?
he used 1000mm in the calcs
Agar pile kajer khobor thaklay bolben dada
d' = effective depth and d= depth of pile cap
good video
i Can't get the right answer for the shear resistance value. Could you please explain where you get 94.9 kN?
There is miscalculation for shear resistance value. Actual value is 46.3 kN. Since Vrdc value is less than Vmin value, therefore you need to compare the Vmin value with Ved.
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 .
Watch Mike Bather structure design u Tubes videos which cover beam, column and slab. They are excellent. Rahman
Bayan Kawamleh link for beam design according to EC2 ruclips.net/video/iSOKk0g-eHo/видео.html
@@rahmanrahmani2896 you are right Mike's videos are good if you already know and just want to revise the course. Or if you are an experienced engineer. This is good for students I reckon.
How do you calculate Fcd
raymie hughes fcd=0.567fck
fcd = αcc fck / γC
What is 25?
reinforcement cover
what is 1.425 .
it's a factor used to convert ultimate limit state to serviceability limit state
Its (1.35+1.5)/2 or just use SLS
book name please.
This is really great. Thank you.
Thank you ;)