Bar Bending schedule ( BBS ) of Beam | Drawing reading | cutting length | BBS rule part 4

[@AcubeInfotech]

Bhut ache se samjhya sir

[@civilsajid1267]

BBS ka series continuous rakhiye ga sir 😌😌

[@civilsitevisit]

zarur rakhenge but plz share with your friends

[@rohitrs5747]

Dhanyawad sir Aap hamari problem solve karte hai.

[@civilsitevisit]

Thank you brother plz share

[@SilentKiller-qq7dj]

​​@@civilsitevisit Sir mera ek confusion he Sir aap ne beam ki aadhi length add ki fir ld bhi add kiya . Sir mene ese calculate kya TMB= ld-300+2950+5050-300+800- bar deduction Plz sir rply me

[@waiznabanglaima2234]

​@@SilentKiller-qq7dj 2LD hoga kyuki dono side ban he

[@kapilvermaji2001]

14:52 beam me 25 mm ka cover use hota ha to total 50mm minus karega na ki 100 mm

[@civilsitevisit]

zaruri thode hai ki 25mm ka cover nikle bs

[@civilsitevisit]

jitna mention ho

[@errakeshgupta3848]

Video time 14:25 per Beam ke bottom steel calculation me cutting length 8600 me se clear cover minus ➖ nhi kiya

[@civilsajid1267]

Maja ne life chhe😎😎

[@er.bablusaini6951]

Sir beam me beam ki development length ke liye 50d use nhi hoga kya top exta or main bar me

[@subodhmeshram8377]

Good information sir

[@civilsitevisit]

Thank you plz share

[@YogeshKumar-xm3du]

Good video

[@civilsajid1267]

Sir ye sab Excel mai hota hai ya fir copy mai

[@civilsitevisit]

dono par

[@Shanu_9769]

Sir aap vdo m no v daala kriye taaki pta chle kha se start kru kha khatam kru

[@Nick32176]

Mid top extra 2600mm ayega sir ji. 2900mm ni.

[@gaurikiduniya0803]

Sir jo apne 3no top extra calculate kar rahe usame 3 no start ho rha jisame 2 to continue hai end to end aur ek bich me ruk ja rha to top extra 3 nhi 1 hi hoga na 2 no to phle hi calculate kar chuke hai top main bar me.. Please clear kare

[@gaurikiduniya0803]

Ise bhi dhyan dijiye Sir

[@devpurty9639]

mast hai

[@Deepakthakran88]

Sir ek 5 story house 1100 sq feet ki complete house foundation and structure details video banao plz

[@Nadcivil]

Mid Top extra me 300 add nahi karna hai kuki woh column k ander hai

[@khajagazanfaroz3465]

How to know the top extra bar

[@vijaybharti1034]

Nagaurdayakyahai

[@RajUp-l1c]

Lap spliced kha hai sir

[@Abhishek-ve2ti]

Stirups me last me ÷by 150 kyu kiya??

[@gaurikiduniya0803]

Aur bottom me Bottom Main bar hai use ap bottom extra bar bol rhe please clear kare dono question

[@civilsitevisit]

bottom bar hai sorry agar bottom extra bola toh bottom meh extra ni diya hai

[@hanumanthubellam6691]

I am not understanding cutting length of beam bar

[@blackop1224]

2d

[@MyDaily-afghanistan-cricket]

bhai ur colom 600 then how you get 800 600-50=550 50x20=1000 1000-550=450 you got

[@phoenixgamingyt007]

40D LD LEYA HA

[@shafiullahharifal9527]

جب یہ ایک کالم کی سنٹر سے دوسری کالم کی سنٹر تک ہے تو پھر یہ ۵۰ اور ۵۰ کور کہاں سے ماینس ہوگا۔

[@gyan9836]

Confusing

[@puspajitmandal1938]

But your concept about development length is worng

[@lastvampire1667]

Half information

[@gyan9836]

Not good