Bar Bending schedule ( BBS ) of Beam | Drawing reading | cutting length | BBS rule part 4
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10 Most watched Video of ( CIVIL SITE VISIT )
1. Tile or marble Flooring
• मार्बल लगाये या टाइल |...
2.How to decrease construction cost of House
• घर बनाते समय इन 5 बातो...
3.Construction Cost of 1000 Sqft House
• Construction cost of 1...
4.Parapet Wall Cheap & Best Design
• Parapet wall two Best ...
5.Wall Dampness Treatment
• Wall Dampness Treatmen...
6.Marble or Tile Flooring
• Marble or Tile ? which...
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• घर की दीवारों में क्रे...
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10.ACC Block Vs Red Brick
• 1000 sqft का घर बनाने ...
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Disclaimer - This video is for educational purposes only. Copyright Disclaimer Under Section 107 of the Copyright Act 1976, allowance is
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#bbs #barbendingschedule #BBS #Barbending #BBSrule
Bhut ache se samjhya sir
Dhanyawad sir Aap hamari problem solve karte hai.
Thank you brother
plz share
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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
BBS ka series continuous rakhiye ga sir 😌😌
zarur rakhenge but plz share with your friends
Sir beam me beam ki development length ke liye 50d use nhi hoga kya top exta or main bar me
Video time
14:25 per
Beam ke bottom steel calculation me cutting length 8600 me se clear cover minus ➖ nhi kiya
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
Ise bhi dhyan dijiye Sir
Sir ye sab Excel mai hota hai ya fir copy mai
dono par
Good video
Good information sir
Thank you
plz share
Maja ne life chhe😎😎
Sir ek 5 story house 1100 sq feet ki complete house foundation and structure details video banao plz
Sir aap vdo m no v daala kriye taaki pta chle kha se start kru kha khatam kru
Mid top extra 2600mm ayega sir ji. 2900mm ni.
Mid Top extra me 300 add nahi karna hai kuki woh column k ander hai
14:52 beam me 25 mm ka cover use hota ha to total 50mm minus karega na ki 100 mm
zaruri thode hai ki 25mm ka cover nikle bs
jitna mention ho
mast hai
How to know the top extra bar
But your concept about development length is worng
جب یہ ایک کالم کی سنٹر سے دوسری کالم کی سنٹر تک ہے تو پھر یہ ۵۰ اور ۵۰ کور کہاں سے ماینس ہوگا۔
Stirups me last me ÷by 150 kyu kiya??
Lap spliced kha hai sir
Aur bottom me Bottom Main bar hai use ap bottom extra bar bol rhe please clear kare dono question
bottom bar hai sorry agar bottom extra bola toh
bottom meh extra ni diya hai
2d
I am not understanding cutting length of beam bar
bhai ur colom 600 then how you get 800
600-50=550
50x20=1000
1000-550=450 you got
40D LD LEYA HA
Confusing
Half information
Not good