Doubly Reinforced Concrete Rectangular Sections (Design and Analysis) - Clear Steps with 2 Examples.

[@Asher_87-x1b]

Good explanation and easy to follow through.... I am enjoying your videos.

[@davidngumbao6144]

Thank you for your good and excellent work. very helpfull

[@galgallomathew]

you've just made em simple and clear ✌️

[@MrElgamal77]

Glad to hear that! Share and like to transfer the knowledge.

[@paulmwangi5061]

Thank u sir for clear explanation,in other coming tutorial please include torsion in arectangular and circular beam.bravo

[@MrElgamal77]

Thanks for your interest.

[@khalifmaalim7085]

I have been watching your vedio for quite sometime. shukran may ALLAH reward for that.
please try if you can post for slabless staircase design with reinforcement details. shukran

[@MrElgamal77]

I will do my best.

[@ansamansam922]

Thank you so much ..
Awesome teaching methods and simple..
I clearly understood..thanks

[@MrElgamal77]

Glad to hear that

[@sudarshannikam5243]

Does require design Doubly beam where beam section occurs Hogging moment at the support or cantilever beam?

[@civilengineeringwitharas4776]

which code do you use for this design ? It is not by ACI 318

[@babushka9261]

Very insightful lessons, sir

[@ruchirasampathsenarathna2761]

Excellent explanation sir..

[@galgallomathew]

How can you be able to determine suitable diameter for singly and doubly RC section

[@Bobby14221234]

Dr El-Gamal, would you be able to make a video regarding the beam? Thanks.

[@MrElgamal77]

There are already some videos about beam design in my channel.

[@salmanlaakhani1773]

Is all section are doubly reinforced for lateral loads ???

[@MrElgamal77]

As all beams should have top and bottom reinforcement, they are doubly reinforced sections. In some cases, we do not need compression steel but in reality, we use compression steel for hangers and for shrinkage and temperature changes.

[@sahelgamal]

great job

[@MrElgamal77]

Thanks Sahar.

[@sharmakeabdullahicisman4396]

Thanks dr sharif

[@MrElgamal77]

You are welcome 😊

[@ahmedsherif6160]

great work as usual Dr

[@MrElgamal77]

You are welcome 😊.

[@galgallomathew]

​@MrElgamal77 hey how can be able to determine suitable diameter of singly and doubly RC section azin 6T20 (1885mm 2)

[@civilengineeringtutorialsf9695]

Awesome
Really your vedios are handy and informative
Thanks
Please can you post some vedios about RCC tank design

[@MrElgamal77]

You're welcome 😊

[@sudarshannikam5243]

Thanks Sir , Can we design flange beam as a Doubly Reinforced Beam?

[@kexus4415]

yep we can

[@capture.4330]

Thanks for sharing this knowledge...plz Sir teach us how to use software (protar)

[@MrElgamal77]

Thanks for your interest. I am not expert in this software. Sorry about that.

[@marioszakharia2165]

hello Dr, thank you so much but can u state the code ur using again I couldn't get the name

[@MrElgamal77]

BS8110

[@silvanceomondi3636]

And when do we use the moment distribution method

[@MrElgamal77]

If you have continuous beam or slab and you can not use the code coefficients

[@mauricemuleba5179]

are you using bs8110?

[@MrElgamal77]

Yes

[@Jayden-q9k]

why Ast bottom need to add compression steel area at the top?

[@gerazofficial]

Don't entirely understand but I know it comes from substituting everything in the equilibrium equation and making Ast subject...Fst=Fsc +Fcc hope you can figure it out from there,coz I don't get how 'fsc' in (fsc×A'st) dissappear

[@waleedalshammri420]

اي واحد نهاية اسمه الجمل اسطورة

[@bettylang7894]

😘 pr໐๓໐Ş๓