DESIGN OF SINGLY REINFORCED BEAM ||NUMERICAL||

[@sarthakpaikray2626]

In the step 1,l eff 4.5+0.3/2 +0.3/2=4.8

[@peacebeuponus5553]

Thank you sir... For making this numerical look so simple

[@Anmol_sharma__128]

Thnku so much sir ye wala que Krane k liye 🙏🏻🙏🏻🙏🏻🙏🏻

[@pavankumarb007]

can you please send me the solution of design of span length 3m ,200mm width ,6knm live load ,m20,fe415

[@siddharthtripathi6203]

Great thanks for uploading

[@nishantsingh3809]

Depth of beam (D) effective span se nikalte hai na ki clear span se.......

[@ommaykulsum1269]

U make it so easy to understand.. thank you

[@ganeshbhukya1146]

If L is not given and leff then how should we find dimensions sir

[@livelikealidielikehussain6402]

Thnk up sir... It helped me alot

[@tjmunnagaming7686]

Thanks sir, very helpful before exam

[@alokroy7966]

Sir comprehensive jone me renforcd nahi pdega kya

[@maheshvlog3809]

Is the live load given in Question

[@mahammadhaimadbendegumbali5615]

Effective span should be 4.8m

[@suryabhargav]

Super explanation bro

[@-OjingTali]

Tnks a lot.. God bless u sir

[@bilaltm9707]

Sir D•L calculate me 25000 kyu liya density ku, bajae density 25 lene ke?

[@harshvardhan711]

Thanks for good explanation

[@adityaverma346]

Learned a lot...nice video👍

[@kunalbadgujar8628]

Bro jo Mu aya hai usko tumne 0.138fckbd^2 ke sath kaise equate kiya
Vo to sirf balanced section ke liye karte hai
And again wahi tum Xu ke liye kr rahe ho
Bhtt confusion cteate ho gya
Rest of the video is quite informative

[@eidimajid1104]

Yes there is confusing

[@pavansingh8093]

Good lecture sir

[@bhanusanwariyavlogs80]

Sir eff. Cover 30 kha se liye or kyo liya or kuch nhi le skte kya jese 50 , 60,25,40,nhi le skte kya sir

[@mrserf9049]

@@ravindramore5108 bhai isi ko hindi m samjha do jra

[@mrserf9049]

@@ravindramore5108 ohhhk....ty bhai❤️

[@bilaltm9707]

Eff cover ka range hota ap 0-40 tak bas , eff cover ki range ye range me se assume kar sakte ho

[@mahmudulhassan563]

Really helpful.

[@Iamclrscr999]

Beam ya slab?

[@sms5126]

Sir aap ne b chek k liye nhi bataya
Na hi bbs

[@rishabhmishra8884]

Kon si method h bhai..

[@adityakamble9719]

I want information about correction of bearings and formation of these chart

[@aryarawat788]

मजा आ sir

[@AdilKhan-zg7jy]

Sir ek video sunk ki drawing pr bna do.. With practical

[@nurejshaikh8870]

PSC Girder ka volume kasey nikal tey hai

[@soumimondol5815]

How nicely you explain this neumerical sir thank you so much for make this wanderful video 😀👍👍

[@manjusingh8890]

Nice sir

[@nikhilraj5343]

Steel structure design pe videos sir

[@ashutoshrjaput34]

Thank you sir

[@RohitYadav-pt8yd]

4.65 lengths wrong hai

[@tarundwivedi8086]

4.8m

[@LospollosHermanosIndia]

Haa bahi

[@palak6513]

Sir column ka introduction dijiya please sir please

[@ajaz3314]

Thnx a lot sr

[@TECHMAAILIUNA]

Sir 4.65 nai hoga 4.8 hoga

[@round2hellshortsvideos]

Thanks sir

[@rajanrajan4138]

Hi i can see not properly please use the marker pen ok

[@Azeam]

Bhai phor nhi four

[@nikhilraj5343]

Numericals in Ssd

[@sahilaggarwal362]

Bhaisahab apne 4.5+(.300/2)+(.300/2)=4.8

[@mrserf9049]

Correct bro....mera bhi 4.8 aara hai

[@rishabhmishra8884]

Bhai mere me to mu limt 69.09.. a rha h

[@rajanrajan4138]

Don.t use the loquality pen. Okay

[@mr.dhakad7621]

20 mm bar hi kyo assume kiya sir

[@tilattamabarman1970]

App 12 bhi le sakte ho apkaa marji

[@ABDULBARI-mt9oc]

It's not at all economical design bro

[@pawandeepdeogam1812]

you have designed an over reinforced section... check Xu actual and Xu limiting

[@-OjingTali]

Tnks a lot.. God bless u sir