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Design of Reinforced Concrete Beams (Part 1)

The Efficient Civil Engineer (by Dr. S. El-Gamal)

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Design of reinforced concrete beams using the British Standards (BS8110). Checking deflection. Design for longitudinal reinforcement and shear reinforcement. Details of reinforcement in beams.
The links of other important videos are given below:
- Stress-strain curves for concrete and steel:
• Stress-Strain Curves o...
- Analysis of RC sections according to the BS8110 code: • Understand Reinforced ...
- Design of singly reinforced rectangular concrete sections: • Design of Singly Reinf...
- Analysis of singly reinforced concrete rectangular sections: • The Capacity of Singly...
- Design of one-way slabs - Part 1: • Design of Reinforced C...
- Design of two-way slabs - Part 1: • Design of Reinforced C...
- Design of Beams - Part 1: • Design of Reinforced C...
- Design of Columns - Part 1: • Design of Reinforced C...
- Foundations Part 1: • Foundations (Part 1) -...

Опубликовано:

16 авг 2024

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Комментарии : 93

@davidngumbao6144 Месяц назад

Very excellent explanation and illustration. Thank you very much and continue with this good work.

@shahrzadkhatibzadeh6813 2 года назад

I deeply appreciate this video, You are very patient and knowledgeable. Please continue uploading such amazing videos.

@agostinhoinocencio7013 2 года назад

I have been struggling with this lately , you made it look so easy. Thank you

@daudamin5311 2 года назад

Thank you very much. I’m always watching your amazing videos and thanks for your excellence explanation. Thank you so much again.

@hamoodefantastic4521 4 года назад

شكرا دكتور يعطيك العافيه ان شاء الله تستمر هذا السلسلة تحياتي لك

@nantheman6761 Год назад

Dr thank you soon much♥️ easy to understand. 💯 Well done

@sharvinsivakumar4914 3 года назад

Superb videos Sir! Please keep them coming. Appreciate your effort in sharing the knowledge.

@jeangc4283 3 года назад

Great explanations throughout. Thank you!

@agostinhoinocencio7013 2 года назад

i understood a lot of concepts. I don't know what to say, thank you so much.

@ceciliachipulu5828 2 года назад

The best thank for not holding back this information ❤️

@okiaallan1155 2 года назад

Thanks for sharing this Dr. looking forward to viewing more

@kemwelshayo7479 3 года назад

Thank you very much Sir, its real helpful and answers alot of questions.Please keep sharing this.

@bubelesiramza626 3 года назад

Thank you sir for the video, you made it so clear, may God bless you abundantly

@MrElgamal77 3 года назад

You are welcome

@gnidnoeled786 Месяц назад

Dr. El-Gamal, why are the loads w acting on the short and long beam of the two-way slab are both n x Lx/2 (for both triangular and trapezoidal area)?

@hossamzefzafy618 4 года назад

رائع كعادتك دائما يا دكتور شريف شرح رائع وافي بارك الله فيك يا دكتور بالتوفيق دائما

@MrElgamal77 4 года назад

شكرا حسام.

@esmatnasiriable 6 месяцев назад

in minute 15:34 is there for two slab load distribution in long direction w=n*(ly/2)kN/m or w=n*(lx2)kN/m

@arsryrhk 4 года назад

Thank you Dr.Sherif

@davidlawrence5013 7 месяцев назад

Thank you, Sir, I have learned so much from your lectures. My concern is about Table 3.5 and the prevailing 3 conditions. What is the alternative method to Table 3.5 if all the 3 conditions are not met. For example, if the variations in the span length exceed 15% of the longest span, what should be my next step?

@IbrahimAlAni21 2 года назад

Very helpful جزاك الله خير مهندس

@MrElgamal77 2 года назад

You are welcome.

@kemwelshayo7479 3 года назад

I am wondering, how come people dislike this kind of video.

@mohamedthasneem7327 3 года назад

Thank you very much sir. Sir it would be very much useful if you could make a video regarding moment redistribution and practical example of that.

@SayedTaha 4 года назад

شكراً دكتور علو المجهود الرائع .. بالتوفيق دائماً

@mohammedsaifaldin2643 4 года назад

جزاك الله خيراً يا دكتور

@izuchukwuani5917 2 года назад

Wonderful lecture you have here sir When you say that shallow beam design is based on bending moment, does it mean we don't design for shear. Same goes to deep beam, does it mean we don't design for bending moment. I will be waiting for your response sir

@murugas5845 2 года назад

Excellent explanation.Thanks a lot

@MrElgamal77 2 года назад

You are welcome. If you like it, share with your colleagues.

@kebbymalumbe3503 3 года назад

great video. thanks Doc.

@user-yz4sr9fs9e 8 месяцев назад

doctor it is not clear to me, why you did not show the shape area to be considered , i mean if triangle how to calculate the load on beam ?

@GAMEOVER-gf7yl 3 года назад

Great lecture dr.

@timlakinir6208 Год назад

Very good lecture

@kenoseko9474 4 месяца назад

thank you

@MrElgamal77 4 месяца назад

You're welcome

@davidreal 2 года назад

Sir may God bless you

@Mohalab 2 года назад

الله يجزاك خير و يسعدك

@hishammagd 4 года назад

طول عمرك مميز ..ماشاء الله .. استمر

@sayedabdulazizcontractingl9499 3 года назад

Good masha allah jazakallah li muhandis ala ilmulwuaah

@hamzabasurrah9583 2 года назад

شكرا دكتور الله يعطيك العافيه ممكن تحط السلايدات في صندوق الوصف نستفيد منهم❤️

@s.t.b1515 2 года назад

يعطيك العافية دكتور هل جدول 3.5 ينفع نستخدمه للكمرة تتكون من 2span

@abuamir6499 4 года назад

Sir can you upload video about how and how much transfer load from slab to beam to column to footing Please design ha 2BHK G+2 STOREY resident building with transfer load mechanism

@oneilramsingh9596 3 года назад

Continue sharing your knowledge, hope you can do a 2 storey residential building from foundation to roof level: including calculation of loads on beams, slab, columns and foundation. Thanks, God Bless, keep safe!

@oneilramsingh9596 3 года назад

Using British Standards BS8110, Thanks.

@abuamir6499 3 года назад

@@oneilramsingh9596 thanks sir

@emmanuelkatyamba1561 4 года назад

Thanks for this video, Could you please upload steel design videos.

@khaliltarabein8928 2 года назад

Thanks Doctor sherif,one question when we have beams on stairs,the beam is between 2 inclined slabs some cases,so if we need to design beam as Flange beam(T beam) how we take the effective width(bf) in this case?