Відео

Very informative. Thanks

Totally appreciated,you helped me understood the calculation and more so the code better

Great!!!. Nothing more to say. ❤

Could you Do Earthquake Design?

This video helped me yo understand win load much better. Thank you.

شرح ممتاز جدا جدا ان شاء الله بميزان حسناتك

Hi, You were supposed to use d as 140mm when calculating the z - lever arm

ممكن يادكتور الملف الى بالفيديو

شكرا لك اخي وزادك الله علما هذا الرابط يشرح مفهوم ال moment redistribution في 17 ثانية ua-cam.com/video/S8ARtBcp1UQ/v-deo.htmlsi=mn2hUo-K0OIF_5yv

شكرا بش مهندس شرح ممتاز

Excelent!!

Length=47.5m?

اخي الكريم . هل يعتبر نقطة اللحام للفلانج السفلي للحسر المعدني هي مومنت ؟ مثال الجسر المعدني يجلس فوق العمود وهنا نلحم فقط منطقة جلوسه فوق ( وهو هنا الفلانج السفلي فقط) ام تعتبر بن؟

Hi! thanks for the informative video! I was wondering how is K' = 0.167. Is the reference for this Table 15.4 of the Concise EC2?? If so, is 15 percent re-distribution ratio?

مشكورين

Why does nobody EVER do an example which explains how to obtain the correction factor for slabs of span greater than 7m 🙄

شرح ممتاز

Bro plz make video about double and single reinforced beam also slap one way

Thanks so much for your informative lectures and they have really helped to understand the Concrete design course unit I'm undertaking this Semester, Could you please consider Making a design videos on COLUMNS, FOUNDATIONS, SHEAR WALLS and RETAINING WALLs as per Eurocodes?. Thanks from Uganda.

ممكن. ملف شرح الفديو؟

ممكن PDF او PPT الي بالفديو

الله يعطيك العافية ويوفقك على الشرح الجميل

Well explained

Very good job explaining!! Thanks

I wish you do something on directional method with emphasis on how to determine the orientation of site and the building.

Probably the best video on wind loading on UA-cam 👏

جزاك الله خيرا شرح رائع جدا شكرا لك ممكن لوسمحت يابش مهندس الملفات ده

بيسمونه قص عشان قوة من اعلي ناتجة من ردة فعل العمود او مقاومته للاحمال وقوي لاسفل ناتجة من زيادة الاحمال ؟!

what was the bibliography?

the best

Thank a Millions. Very Helpful explanation.

اخي لو تكرمت استمر في تنزيلاتك للشروحات استمر فانت القناة الوحيدة التي تشرح بالكود البريطاني اتمنى ان تستمر وان لاتحرمنا من متعه الشروحات وفقا للكودالبريطاني

رائع جدا جدا استمر بالشروحات انت شرحك رائع جدا لكن ان شاء الله سوف نساعد في نشر القناة

this is helpful thanks.

Thank you, really interesting

great exxplanation sir. do you chose one method and use it to design a whole structure, or we can have both at different sections in the same structure

Hi you have done a good job, I have a clarification where did you get this tables and graphs ? I could not find in the EC 2.

Good presentation. Cheers❤

Hey there! Very helpful video, i would like you to tell me how to design my 3-D building with zones on it ! Thank you very much!

Thank you. Finally someone who explain throughout theory, practical and common practice

ممتاز.... أريد التواصل معك.... لكن كيف ذلك؟

ممتاز.... أريد التواصل معك.... لكن كيف ذلك؟

ممتاز.... أريد التواصل معك.... لكن كيف ذلك؟

could you have English subtitles please for the sake of non-Arab-speaking Engineers?

You are a wonderful teacher thank you for your videos

Thank you so much. Your explanations are clear and precise. Please do earthquake analysis

Please upload more videos

Thanks brother very helpful work. may I get the ppt please?

I think there is a mistake in calculating scaling length for side walls associated with 90 wind direction. Since b=2x12=24m the results as per code specifications should be as following, A=4.8m, B=19.2m , C=21m. Please correct me if I'm wrong.

why in this case we did not consider the structure to be (welded steel unclad frames) that has Kb value equals to 8?