DESIGN OF SINGLY REINFORCED BEAM ||NUMERICAL||

[@sarthakpaikray2626]

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

[@pavankumarb007]

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

[@Anmol_sharma__128]

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

[@peacebeuponus5553]

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

[@nishantsingh3809]

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

[@siddharthtripathi6203]

Great thanks for uploading

[@tjmunnagaming7686]

Thanks sir, very helpful before exam

[@bilaltm9707]

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

[@livelikealidielikehussain6402]

Thnk up sir... It helped me alot

[@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

[@alokroy7966]

Sir comprehensive jone me renforcd nahi pdega kya

[@suryabhargav]

Super explanation bro

[@maheshvlog3809]

Is the live load given in Question

[@mahammadhaimadbendegumbali5615]

Effective span should be 4.8m

[@adityaverma346]

Learned a lot...nice video👍

[@-OjingTali]

Tnks a lot.. God bless u sir

[@harshvardhan711]

Thanks for good explanation

[@Iamclrscr999]

Beam ya slab?

[@nurejshaikh8870]

PSC Girder ka volume kasey nikal tey hai

[@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

[@RohitYadav-pt8yd]

4.65 lengths wrong hai

[@tarundwivedi8086]

4.8m

[@LospollosHermanosIndia]

Haa bahi

[@mahmudulhassan563]

Really helpful.

[@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

[@rishabhmishra8884]

Kon si method h bhai..

[@soumimondol5815]

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

[@sms5126]

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

[@pavansingh8093]

Good lecture sir

[@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

[@ashutoshrjaput34]

Thank you sir

[@nikhilraj5343]

Steel structure design pe videos sir

[@manjusingh8890]

Nice sir

[@TECHMAAILIUNA]

Sir 4.65 nai hoga 4.8 hoga

[@ajaz3314]

Thnx a lot sr

[@palak6513]

Sir column ka introduction dijiya please sir please

[@round2hellshortsvideos]

Thanks sir

[@rajanrajan4138]

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

[@Azeam]

Bhai phor nhi four

[@rishabhmishra8884]

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

[@nikhilraj5343]

Numericals in Ssd

[@rajanrajan4138]

Don.t use the loquality pen. Okay

[@sahilaggarwal362]

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

[@mrserf9049]

Correct bro....mera bhi 4.8 aara hai

[@mr.dhakad7621]

20 mm bar hi kyo assume kiya sir

[@tilattamabarman1970]

App 12 bhi le sakte ho apkaa marji

[@pawandeepdeogam1812]

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

[@ABDULBARI-mt9oc]

It's not at all economical design bro

[@-OjingTali]

Tnks a lot.. God bless u sir