Bar Bending Schedule of Two Way Slab | BBS of Two-Way Slab in Hindi

[@pramodkumarsaini7975]

Salute to your hard work आप समझने में आप क्या समझाने का तरीका वह आप कितनी मेहनत करते हो अपने पॉइंट्स को समझने में मैं तो आपके आपके समझाने के तरीके से बहुत ही इंप्रेस हूं

[@CivilConstruction]

Bahut Bahut Shukriya 🙏🏻

[@vrkidd4049]

Amazing explanation. I had given up hope on youtube, many of which has incomplete or wrong solution. Your explanation is very detailed ,and covers each portion of the solution. Again amazing.

[@thereallaughter1675]

Iska estimation video v bana do plzz... Including all the concrete work and everything.. and beam ka v... Btw u explain too well.. loved yr wrk

[@technicalmusicmind6731]

Wow... Superb sir..excellent video...great ease of explanation.... Many videos in youtube had forgot to add up top extra bars in all 4 sides and found to be misguiding.... Your video is awesome...continue your good job...

[@CivilConstruction]

Thanks for appreciation🙏🏻 Keep supporting and sharing our videos.

[@kgt2cul]

Sir can you please explain what is H? Is it centre to centre distance and why have you only deducted dia of one bar why not both top and bottom bars ??

[@shayanfarooq3041]

Very nice video sir

[@CivilConstruction]

Thanks and keep supporting

[@navitdutt7909]

.nice video bro

[@CivilConstruction]

Thanks

[@vaibhaopradhan905]

Bentup bar me 90° wala bend minus kar diye lekin straight bar me 90°wala development length ka bend kyo nahi minus kiya jata??

[@CivilConstruction]

Very nice question

[@CivilConstruction]

It depends if you are bending the bars at 90° then you have to deduct ..otherwise you don't need to deduct ...now the question is if we are not deducting bends i.e if the straight bars are not bending then we need shorter Development Length here ..but here in this drawing only 1 Development was given for Bent-up bars as well as for Straight bars ... So i used this development length for both bars ...infact i noticed this also that if the straight bars are not bending then it must be 10d to 12d shorter in Development Length.

[@CivilConstruction]

But i didn't deduct 90° bends as the straight bars seems not bendings in both plan and in section drawing. I did according to the drawing . This question was sent to me by a Civil Engineering student he wanted me to solve this question.

[@fakeitc.g5182]

Nice

[@CivilConstruction]

Thanks for appreciating my videos ..keep supporting and sharing my videos.

[@kailashgupta6683]

Sir total quantity toh 379kg aa rha apka 384 kg aa rha kindly check

[@RGGTV]

l/5