Flexural Design of Singly Reinforced rectangular Beam as per ACI-318 Codes | ACI 318 Beam Design

[@Motivatedmuslims1]

Super hero....JazakAllah brother.

[@CivilEngineersite]

Thanks Dear for commenting. Stay Blessed and Happy...

[@Tirazop]

God Blessed you Sir .It helps alot

[@INAMmathematicivilengineering]

, جزاک اللہ خیرا

[@AzharAli-mr9cy]

Really informated sir

[@CivilEngineersite]

So nice of you

[@HashemAljifri515]

Sir , do the formulas change in si units?

[@asgharbadshah5592]

And Dear bro from where we can calculate the Dead Load and Live Load as you have taken in this video is 1 Kip and 1.5 kips

[@asgharbadshah5592]

Dear bro can you have all ACI Codes provisions ? In pdf or word format. Mostly ACI codes or clauses/provisions are asked in interview Questions

[@faridoondanesh1655]

send me your email

[@jubaerrabby4696]

​@@faridoondanesh1655bro i want.. Do u have it

[@aryanaryan4662]

Great

[@aftabshehzad2026]

Make a video on doubly reinforced beam

[@CivilEngineersite]

Thanks dear for commenting. Video about doubly reinforced beam will soon be uploaded...

[@aftabshehzad2026]

Thanks sir

[@aftabshehzad2026]

I like the way of your teaching sir❤️❤️

[@asadullahsaleh1271]

Same Example of our university, UET Peshawar

[@wahidreyaz4558]

ACI318 which version is it ACI318-19 or ACI318-14 or ....?

[@ahmadhussain1417]

Please make video for shear design thanks

[@CivilEngineersite]

Ok Dear. In upcoming videos shear Design of Beam will be Discussed.

[@umairkhan-er1lr]

why you used no 4 bar

[@AbdullahKhan-tu9fr]

Geat

[@engrkhan6742]

Self weight of beam= unit weight x Volume But you just multiplied depth and breadth instead of depth x breadth x Length (i.e 20 ft)

[@syrianugaritic8902]

depending on your accent, you look like Indians. why you don't use si units ?