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Abdullah Al Mahruqi
Registrace 20. 01. 2016
An Ambitious Civil Engineer
Part 2: Continuous One-Way Slab Design to EC 2
Here is a new series in which we learn how to design a one-way solid slab as per ECs. This part gives the following:
00:00 (Introduction)
01:00 (Recap)
03:18 (Ultimate load & moments)
06:50 (Member sizing)
08:00 (Nominal cover for different members)
10:21 (Assigning nominal cover & concrete/steel class)
12:18 (Effective depth & axis distance)
14:12 (Singly vs doubly reinforced section)
16:32 (Area of reinforcement)
19:22 (effective span to effective depth ratio check)
28:10 (Summary of reinforcement & next detailing)
Thank you for your support.
00:00 (Introduction)
01:00 (Recap)
03:18 (Ultimate load & moments)
06:50 (Member sizing)
08:00 (Nominal cover for different members)
10:21 (Assigning nominal cover & concrete/steel class)
12:18 (Effective depth & axis distance)
14:12 (Singly vs doubly reinforced section)
16:32 (Area of reinforcement)
19:22 (effective span to effective depth ratio check)
28:10 (Summary of reinforcement & next detailing)
Thank you for your support.
zhlédnutí: 2 539
Video
Part 1: Continuous One-Way Slab Design to EC 2 (Introduction)
zhlédnutí 6KPřed 3 lety
Here is a new series in which we learn how to design a one-way solid slab as per EC 2. This part gives an introduction to the following: 00:00 (Introduction) 00:40 (The problem) 02:22 (Continuous vs simple) 03:57 (One-way slab and load flow) 06:31 (The problem & building plan in 3D) 07:59 (Slab on grade & floor slab) 10:09 (How to analyze) 13:46 (Simplified method by BS 8110) 20:50 (Conditions ...
Last Part: BS 6399 Wind Load Example (Net Surface Pressure)
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Here is the last part of Wind Load Calculation Example as per BS 6399-2.
EC3 Simple Steel Connections
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Here is all what you probably need to know about simple steel joints (connections) as per EC 3, UK National Annex. All as per the Simple Joints to EC 3 Green Book. Tekkla Tedds simple connections design is also included. Link to SCI. inf, for Green Books Download: www.steelconstruction.info/The_Green_Books
(Simple Steel Connection) شرح موضوع
zhlédnutí 8KPřed 4 lety
شرح لموضوع الكونيكشن في الابنية الحديدية simple steel connection ونظرة سريعة في تصاميمهم على برنامج tekla tedds رابط الكتب www.steelconstruction.info/The_Green_Books
Part 3: BS 6399 Wind Load Example (Internal & External Wind Pressure Coefficients)
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Part 3 : Wind Load Example. Here you find the determination of internal and external wind pressure coefficients for this duo-pitch roof building as per BS 6399-2.
Part 2: BS 6399 Wind Load Example (Wind Dynamic Pressure)
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Part 2: Wind Load Example. Here you find the determination of wind site speed, effective speed and dynamic pressure as per BS 6399-2.
Part 1: BS 6399 Wind Load Example (Introduction)
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Here is an example of a wind load calculation as per BS 6399-2. This part 1 gives an overall introduction.
Part 4: Beam Design to EC2 (Durability & Fire Resistance)
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Part 4: Beam Design to EC2 (Durability & Fire Resistance)
Part 3(c): Beam Design to EC2 (Shear Reinforcement Cont'd & Final)
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Part 3(c): Beam Design to EC2 (Shear Reinforcement Cont'd & Final)
Part 3(b): Beam Design to EC2 (Understanding Shear Failure & Stirrups)
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Part 3(b): Beam Design to EC2 (Understanding Shear Failure & Stirrups)
Part 3(a): Beam Design to EC2 (Shear Reinforcement)
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This part is set for designing the shear links (stirrups) as per EC2 for a simply supported beam.
Simple Vs Restrained Solid Two-Way Slab (In Arabic)
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Simple Vs Restrained Solid Two-Way Slab (In Arabic)
مفهوم مبسط لموضوع (Moment-Resisting Frames)
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مفهوم مبسط لموضوع (Moment-Resisting Frames)
شرح مبسط لمفهوم (Moment Redistribution)
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شرح مبسط لمفهوم (Moment Redistribution)
شرح مبسط في (Load Arrangements in a Continuous Beam/One Way Slab)
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شرح مبسط في (Load Arrangements in a Continuous Beam/One Way Slab)
توضيح بسيط في الفارق بين (Concrete Characteristic Strength & Design Strength)
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توضيح بسيط في الفارق بين (Concrete Characteristic Strength & Design Strength)
(Shear Force & Shear Failure) مواضيع حول
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(Shear Force & Shear Failure) مواضيع حول
Part 2: Beam Design to EC2 (Reinforcement Area & Deflection Check)
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Part 2: Beam Design to EC2 (Reinforcement Area & Deflection Check)
Part 1: Beam Design to EC2 (Introduction & Trial Section)
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Part 1: Beam Design to EC2 (Introduction & Trial Section)
IN ARABIC: How to check deflection by span to depth ratio to EC2
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IN ARABIC: How to check deflection by span to depth ratio to EC2
Beam Deflection by Double Integration Method
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Beam Deflection by Double Integration Method
شرح مبسط في موضوع ال Punching Shear in Flat Slab
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شرح مبسط في موضوع ال Punching Shear in Flat Slab
RCC Doubly Reinforced Section Analysis to EC2
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RCC Doubly Reinforced Section Analysis to EC2
RCC Singly Reinforced Section Analysis to EC2
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RCC Singly Reinforced Section Analysis to EC2
Why there is a Development Length? in Arabic
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Why there is a Development Length? in Arabic
Simply Supported One-Way Slab Design To EC2
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Simply Supported One-Way Slab Design To EC2
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?
Hi. To assure a ductile failure we take a maximum value of x/d which is 0.45 --> it corresponds to K'=0.167.
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 CZcams 👏
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?
Mashallah. Nice explanation brother
Thank you so much
Thank you sir
Jazakallah Khair
شرح وافي و مفيد، مشكور بشمهندس.
Thank u for this explanation video . i want to know which software you are using in this video to show these structures.
Brother I need your help please contact me
simply the best greetings from Cameroon
بش مهندس اريد أسألك عن الترخيم في في الكود البريطاني هناك ثلاث حالات L/250 و L/500 أيهما أقارن للترخيم طويل الأمد وأيهما للترخيم اللحظي