Failure Modes of Reinforced Concrete Beam Sections under Flexure (Balanced -Tension - Compression)

[@gnidnoeled786]

The explanation is as clear as distilled water. Bravo Dr. 👏👏

[@MrElgamal77]

Thanks

[@yasirshah8468]

This really is amazing technical content. Thank you so much for taking the time to share your expertise, Dr. Sherif

[@MrElgamal77]

Happy to help

[@ebrahemmohamed8956]

finally i found the one who did perfect stuff in our community.
love you.
best regards.
Ibrahim Mohamed

[@MrElgamal77]

Thanks. You are welcome 😊

[@noraalenbaby2638]

Welcome back dear Dr. Sherif, please, do more videos it’s amazing ones 👍🏻✨

[@MrElgamal77]

Thank you. 😊

[@sudarshannikam5243]

Sir, Fabulous ,Mind Blowing 3d Presentation .🙏🙏🙏🙏🙏

[@bashirabdielmi]

Thanks Dr Sharif for your vulauable lectures. We appreciate you a lot sir🙏🙏🙏

[@MrElgamal77]

Thanks. It is my pleasure 🙏

[@Stephenf8]

Your video helped me solve a problem I was stuck on. Thanks very much 😁😁

[@MrElgamal77]

Glad it helped!

[@abdulmonimmohamedali9146]

Thank you for all that you have been doing to us ,and i ask Allah blesses upon you doctor.

[@MrElgamal77]

It's my pleasure

[@umardrazahmad8291]

EXCELLENT WORK DR SHAREEF N V WELL PRESENTED.

[@fanaxaxmedfanaxjinayare8921]

Wonderful lesson ustad Dr Gamal

[@MrElgamal77]

You are welcome.

[@menfi8]

Amazing ability to conduct infos

[@MrElgamal77]

Thanks 😊

[@daroganassuruddine3264]

Assalamualaikum
Thank you for the videos Sir!
Your explanations are very educative

[@Pasunreve212]

thanks for the super clear video!!
Only got one question here.
I'm wondering what the main purpose for the flexural analysis of beams is? is it to calculate out the As required? or reinforcement ratio?
Thanks in advance for any help!

[@mafeceng]

Awesome. Interesting that here in my country, the NBR 6118 which is a Brazilian Code, they recommend that x

[@MrElgamal77]

Interesting! Thanks for the information.

[@gnidnoeled786]

ACI recommends x = 3/8 of d or 0.375d

[@mojeedobisesan6748]

Thank you for sharing your knowledge

[@MrElgamal77]

You are welcome.

[@ahmedsherif6160]

great video as usual!

[@MrElgamal77]

I appreciate that

[@montaseralsamsami7449]

جزاك الله خير دكتور في ميزان حسناتك

[@MrElgamal77]

اللهم آمين. ولك بمثل.

[@sudarshannikam5243]

Sir , Does doubly reinforced section acts as Balanced Section? Because we calculate ( Mu-Mu lim) and this difference gives us Compression Reinforcement, again we same equivalent reinforcement provide at bottom.
Sir, Can doubly reinforced section be designed for support moment (hogging moment), where the tension occurs at top fiber and compression at bottom fiber of the Beam section?

[@aburvarajselvamselvam7571]

Thanks a Lot sir...Very informative

[@MrElgamal77]

Thanks.

[@amaregashaw3548]

Welcome Dr it is veru intersting presentation vedio pls make vedio also Ribbed Slab design and Stair case design

[@MrElgamal77]

Thank you for your interest. Will try to do.

[@hansonhenry5568]

Hello Sir, in determining the deflection of a beam if the modification factor is more than 2 what should I do?

[@MrElgamal77]

Use 2. But this is an indication that the deflection is too safe and you may be able to reduce the thickness.

[@hansonhenry5568]

@@MrElgamal77 Thank you Sir, I really appreciate your time and effort.
And if the modification factor is more than two for slab too, can I use two?

[@noraalenbaby2638]

Great work thanks 😊

[@MrElgamal77]

You are welcome

[@adrer5519]

Hi Dr. Can i know. Why at some other book have 0.617d

[@MrElgamal77]

It could be a different code

[@bobrobert8684]

Superb. Thank you.

[@MrElgamal77]

You are welcome.

[@arms866]

سهل ممتنع ❤

[@gnidnoeled786]

Is it correct, BS use 0.45fcu , and ACI use 0.85fcu ?

[@MrElgamal77]

Yes it is. You are correct

[@gnidnoeled786]

@@MrElgamal77 Is tension failure = ductile beam design ?

[@sharmakeabdullahicisman4396]

Thanks Dr shariif
i wana lesson how loads transfer from slab to beam and bs8110 how to calculate beam self wt and partition wall and how load transfer to beam from two way solid slab and one way solid slab
Please sir more lessons need

[@MrElgamal77]

Hello. Thank you for your interest. All what you asked are given in my beams videos.
Check my videos about the design of RC beams (Part 1, 2 and 3). The link of the first video is given below:
th-cam.com/video/Nk6qq357ZSQ/w-d-xo.html

[@sharmakeabdullahicisman4396]

Thanks ustaad sharif
i ask you one quastion for equation formula load from solid slab two way area trapizodal n×area of trapizodal/long side of panel or ly sir that formula is correct or not
And area of trangular transfer to beam formula n×area of trangle/short span or lx that formula is correct or not

[@sharmakeabdullahicisman4396]

Thanks ustaad sharif
i ask you one quastion for equation formula load from solid slab two way area trapizodal n×area of trapizodal/long side of panel or ly sir that formula is correct or not
And area of trangular transfer to beam formula n×area of trangle/short span or lx that formula is correct or not

[@MrElgamal77]

I just uploaded a new video about that. Check my last video in my chanel.

[@sharmakeabdullahicisman4396]

Thanks sir

[@MrElgamal77]

All the best

[@irfanullah8255]

❤️

[@MrElgamal77]

Thanks 😊

[@sharmakeabdullahicisman4396]

Thanks Dr shariif
i wana lesson how loads transfer from slab to beam and bs8110 how to calculate beam self wt and partition wall and how load transfer to beam from two way solid slab and one way solid slab
Please sir more lessons need

[@mwanjedenis196]

If safe percentage for 30N/mm² is 1.71% why does code allow upto a maximum percentage of steel of 4%?, but other than that, the explanation is extraordinary 👌

[@السيفاليماني-ه8ظ]

اخ لو كان الشرح بالعربي

[@zeadbendohry4084]

هو مفهوم كمان بالانجلش غالبًا بس م افهم ليش الشرح مش عربي