Design of Singly Reinforced Beam | Limit State Method | RCC structure | Mumbai University | IOE, TU

[@souvik.fingtore]

This lecture was indeed the best among all the other lectures i came across on youtube....!! Hats off to u sir and huge respect to your amazing explanations skills!!

[@zoteasailofs1526]

Thankss you explain with english so its very clear for us

[@civilconst]

Thanks and welcome

[@abhinavmohata3691]

Really nice Explanation. Thanks a lot...

[@civilconst]

thank you

[@Ripon045]

Good job .. but u didnt explained the requied depth of beam. Which most important part in single reinforced beam. And please tell me that when the requied depth is greater than the assumed depth , what to do then next pls..

[@civilconst]

Adopt the greater depth and compute rebar with respect to it.

[@superhitragini]

If the question is specificly asking for singley reinforced bram design, than go with greater 'd' and continue steps mentioned in video. If there is no limitation ( or limitation of depth) , then design doubly reinforced beam

[@chandaghimire6531]

Do a video on anchorage lenght numeriacal too..

[@civilconst]

Will give a try. Cheers

[@rezaahmadi8583]

Though the speed was a bit fast, but was totally useful! Thank you so much sir!

[@civilconst]

Glad it helped you. Do like and subscribe

[@leeweatherly9673]

sir, how did we get the ratio of length by depth as 12?

[@rutvikjoshi113]

Assumed

[@diwashchaudhary9396]

AMAZING SIR.. new subscriber

[@civilconst]

Cheers

[@janlevinson1604]

you should use "Leff" to find d, not 4m. After finding 4.2, you should have repeated your calc

[@sumisap7444]

Where did the support diagram and width come from, it was never mentioned. If it eas assumed do we really need to find the effective length?

[@neemcarry1244]

How is l/d = 12. Explain. In IS code l/d = 20 for simply supported beam

[@rutvikjoshi113]

20 is max

[@sevensungoh6809]

Thank u sir very helpful...New subscriber

[@civilconst]

Cheers

[@memestar5463]

Very good explanation ...but sir can u please explain all the rest examples in hindi....

[@civilconst]

I wish I could, but i can’t speak hindi

[@memestar5463]

@@civilconst 😅no problem sir.....

[@Gaurav428m]

Unit weight nikalne ke 24kN/m hi aayega kya rcc ke liye to 25 lete hai🙄

[@ask-wj2pf]

Thankyou 👍🏿👍

[@civilconst]

Welcome 👍

[@giyuutomioka3518]

Sir near 7.07 min how did you use x= and find the value

[@Connect.with_me]

L/d how.....?

[@btechyoutuber9581]

Ye kesa pta chla k under reinforced section h?

[@civilconst]

MOR and moment load comparison.

[@chandaghimire6531]

Nice but had to watch in 0.75 speed 😀

[@civilconst]

Sorry for the inconvenience.

[@bivanika_yt]

How bearing width 230 came?

[@civilconst]

Support width

[@903gaurav2]

Design a beam using limit state of 300 × 600 mm (overall) to support ultimate bending moment 50 kNm, shear force 50 kN and torsion 50 kNm with M 25 grade of concrete and Fe 415 grade of steel

[@nandinisingh7466]

udl load is not considered while calculating MOR

[@civilconst]

All load shall be included.

[@kunalbadgujar8628]

Bro Ast find karne ke liya tumne (0.5fck)/fy* [1-......]bd ye formulae Q ni use kiya

[@civikamal5779]

C/c distance explain kr do How। 4+(.23/2)+(.23/2)

[@user-mx5xv2wn3e]

230mm generally wall width hoti hai

[@sunilsuryawanshi9051]

How to calculate ast

[@mrai2138]

Please make diagram also

[@bojumyorung7646]

Total width of supporting is 230....mm assumption or code...pls somebody tell...😭

[@civilconst]

General assumption.

[@bojumyorung7646]

@@civilconst thank you

[@anshupassi9162]

The design of beam are not properly do

[@theerthasuresh846]

Sir how l/d become 12???!!!

[@civilconst]

Thumb rule

[@chetansmemecircle9888]

👍tq

[@civilconst]

Cheers

[@sheikhuzma8334]

Sir clear nazar ñii aa rha h

[@samaeerasighnaniyaaa]

Clear nahi hai aur bahoot fast video 😐😐

[@civilconst]

You can rewind and watch it again.

[@progyanboruah1534]

it was good bt you were too fast 🤐

[@civilconst]

Sorry for inconvenience.

[@moguluriprathibha8371]

I took l/d ratio as 20,but MOR>MAX is not satisfy. why.....?

[@civilconst]

Go for greater depth or rebar area.

[@Growmore_yt]

Bro tospeed bro i do not understand I am a poor

[@civilconst]

Sorry.

[@BTRLEGENDMAX]

Pdane bhi ata hi kya smaj aa raha isme

[@civilconst]

Sorry for inconvenience.

[@bhashkarrajmishra848]

Afaile ghokya hoki padhako ho.. 🙄

[@civilconst]

ho ho aafai le ghokyaa ho.. aru lai ni help huncha ki ali ali bhanera upload gardyaa ho

[@ganeshvemula4817]

How to take support width 230mm

[@civilconst]

Considering brick wall of width 230 mm