Bar Bending schedule Basic Part -3 | Mandrel rule | Diamond ,Triangle ,Rectangular Cutting length

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BBs Folded stair part 1
• Bar Bending Schedule o...
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#stirrupbbs
#barbendingschedule #bbs #barbendingschedulerule #trianglestirrup

[@user-sm4lm8bq3y]

Sir meera too cutting length of rectangular stirr =1150mm aa raaha according to formula =2×long side of stirr up+2×short side of stirr up+2×hook length-3×2d-2×3d

[@civilsajid1267]

Thanks 😌 you for upload BBS lacture 🌹🌹🌹

[@mukeshkumarmishra7335]

Bhut help milti h aap ki video se ......

[@rashtrawadi9420]

Fantastic, knowledge

[@ramdeepkumar7616]

Excellent sir 👌

[@gulamwarish2688]

Culvert excavation par v video banaiyega sir Or uska BBS aur crash barrier tak bataiyega

[@__turelines__290]

Sir ek question tha ki jo IS code mai formula hote hai vo pehle se hi bend deduction hote hai unme bend deduction ni krte ? Sir this is right ya wrong? Pls reply me....

[@mukeshkumarmishra7335]

Thanks sir......thanks

[@onlineform8991]

Super sir mst

[@nitingaikwad5866]

Bahot badhiya Sir

[@shyamanandrai9501]

Sir ek highrise building ka raft ke bbs banaiye please

[@mukeshkumarmishra7335]

Building construction ka pura video....starting se pura cmplit video bnaiye na plizzzzz sir

[@PAWANKUMAR-qi5ps]

Column ka clear cover 40mm hai to 50mm kaise liye

[@dhavaldesai3878]

Hi Sir thank you for the video sir mujhe ye puchhna tha ki hame lap 50% se jyada ek jagh nahi dena chahiye lkinn hamara saliya to ek hi jagh khatam hota hain(at 12 m) to kya saliye ko pehle se hi different size ka karna hota hain taki lap different location par aaye
i know this is silly question but please answer
Thank you.

[@civilsitevisit]

yesh 7 mtr yah 5 mtr par cut kar lo phele he

[@CEBSATYA_PRATAP]

Thanks 😌 you for upload BBS

[@saddamansari716]

Sir
D matlab Kaya ? please saral bhasha mein bol dijiye

[@firozalam5768]

Sir cover 50 - 50mm hatana hai dono side se =100mm lekin aap ne to 200mm hataya hai aisa q

[@user-lj8le7bv3j]

column kaa clear cover 40mm hota hai vai.. aap 50 minus kar rahe ho..

[@mahidhoni6438]

Sir eska part 4,5 nahi mil pa raha he, please help me

[@abhinav6279]

Sir last me aapne 90 degree ka bend bataya lekin vo to 135 degree ka hai

[@muhammadhusnain4483]

Sir ap ne calculation me thori si mistake ki ha …168.5*4+2*10*8=834…. Not 866

[@gyan9836]

And total CL = 738

[@gaurikiduniya0803]

Sir sabkuch ok hai but site PE jab bend deduction 2d 3d ke hisaab se krte hai to rind chhoti ho jati hai because steel is formula ke hisaab se itna jyada nhi failata Aisa q???

[@gaurikiduniya0803]

90 ke angle be 8mm ka steel maximum 1d hi badata hai and formula ke hisaab se 2d hota hai

[@civilsitevisit]

yes yes right good question
datz why site par 2d he bend deduct krte hai

[@civilsitevisit]

2d

[@ashishvidyarthi2479]

आपका 866 कैसे आ रहा है सर

[@lalitpundhir2592]

Why we deduct 50 mm cover

[@civilsitevisit]

column cover brother 40-50 mm

[@lalitpundhir2592]

@@civilsitevisit generally it is only 40mm

[@mohdrehan2793]

Hmse 🆓 me logy