Assalamu Alaikum, Engr. Abdullah Very eagerly waiting for your wonderful video presentations for the civil structural world. Thank you so much for that. keep your good work going...Allah Khair Also a small request, to re do all other Arabic videos, in English also including the upcoming ones for the help of community.
Hello sir, may I ask if my one way continuous slab with only 2 spans, and the area of bay less than 30m², then I cannot use the simplified method as per BS8110 is it? Then what method should I use to calculate the moment and shear of my one way continuous slab? Hope sir will reply me 🥺 because currently I am a student and face this problem in my design project.
We use a factor of safety for concrete as a material, and also as when calculating the dead load (including self weight of concrete). This is to provide safety against any uncertainties.
Excellent, very well explained and easy to understand! 👍 thank you very much for taking the time to make these videos 🙏
Thanksman. Just the thing i was looking for.😊
Just perfect explanation. I see that you have stopped making videos. I humbly request you to continue to do videos on Eurocodes.
Assalamu Alaikum, Engr. Abdullah
Very eagerly waiting for your wonderful video presentations for the civil structural world.
Thank you so much for that.
keep your good work going...Allah Khair
Also a small request, to re do all other Arabic videos, in English also including the upcoming ones for the help of community.
Thank you Riaz
Most what I will be uploading will be in English, otherwise they may be in two versions; Arabic and English.
Hello sir, may I ask if my one way continuous slab with only 2 spans, and the area of bay less than 30m², then I cannot use the simplified method as per BS8110 is it? Then what method should I use to calculate the moment and shear of my one way continuous slab? Hope sir will reply me 🥺 because currently I am a student and face this problem in my design project.
Use moment distribution or clapeyron's method
Kindly make for me a tutorial on analysis of roof truss using staadpro
ممكن تشرح تصميم المنشأت المعدنية بالكود الاوروبي يدويا
وشكرا مقدما
Assalamu Alaikum,
Since long time no videos brother.
Waiting to see the video on Tekla Tedds for Industrial steel warehouse.
Thank you..
I will try my best my dear
hi dear, where is part 2 of this video
Hi Wajid,
There is a good way to ask people, who put such efforts without benefits.
Hope you get it.
السلام عليكم
Sir,
Why we add factor safety for self weight of concrete?
We use a factor of safety for concrete as a material, and also as when calculating the dead load (including self weight of concrete). This is to provide safety against any uncertainties.
@@abdullahalmahruqi1976 so, what are uncertainties for concrete,there’s no change in density 24kn/m2 ?
can we use 3 moment equations to solve indeterminate slabs
It would be much easier if you use the simplified method.