Part 1: Continuous One-Way Slab Design to EC 2 (Introduction)

[@iaincrawford5472]

Excellent, very well explained and easy to understand! 👍 thank you very much for taking the time to make these videos 🙏

[@tejaswibg8544]

Just perfect explanation. I see that you have stopped making videos. I humbly request you to continue to do videos on Eurocodes.

[@ONLINECIVILENGINEERINGACADEMY]

Thanksman. Just the thing i was looking for.😊

[@riazm.i8110]

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.

[@abdullahalmahruqi1976]

Thank you Riaz Most what I will be uploading will be in English, otherwise they may be in two versions; Arabic and English.

[@kato_emmanuel]

Kindly make for me a tutorial on analysis of roof truss using staadpro

[@AA_ChoongWengKhin]

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.

[@ochedimonday3523]

Use moment distribution or clapeyron's method

[@نجمالشمال-ل9م]

ممكن تشرح تصميم المنشأت المعدنية بالكود الاوروبي يدويا وشكرا مقدما

[@ahmedal1175]

can we use 3 moment equations to solve indeterminate slabs

[@abdullahalmahruqi1976]

It would be much easier if you use the simplified method.

[@riazm.i8110]

Assalamu Alaikum, Since long time no videos brother. Waiting to see the video on Tekla Tedds for Industrial steel warehouse. Thank you..

[@abdullahalmahruqi1976]

I will try my best my dear

[@wajidkhan-cc2ty]

hi dear, where is part 2 of this video

[@riazm.i8110]

Hi Wajid, There is a good way to ask people, who put such efforts without benefits. Hope you get it.

[@سالمالكلباني-ح6ن]

السلام عليكم Sir, Why we add factor safety for self weight of concrete?

[@abdullahalmahruqi1976]

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.

[@سالمالكلباني-ح6ن]

@@abdullahalmahruqi1976 so, what are uncertainties for concrete,there’s no change in density 24kn/m2 ?