Calculate Bar Banding Schedule of Beam For Multi-Storey Building | BBS of Multi-Storey Building

[@PuneWagholi]

Sir...aapki teaching method bahut acchi hai...

[@sandeshpatel5920]

Bahut achhi samjhane ki kala hai sir apke pass so thank you Mai koi course nahi kar raha but apka video dekhane se poora samajh main ajata hai

[@sandeshpatel5920]

Mai sandesh patel civil draughtsman hoon sir but structure main bhi interest hai islye apka video dekhta hoon

[@shafiullahharifal9527]

Stirrup ka dia to clear cover main aaya nikalnay ki kia zarorat hai sir. D= deep of column - clear cover - half dia of bottom/ top bar. Am I right sir?

[@NitishPandey-xs6wy]

Jii

[@nurinaj5888]

Sir ek column ka isi tarah bana dijiye pahle wala me bahot confusion thha

[@sskids-lp9eo]

Jay shree ram sir ❤🙏 ..... Plz sir 3rd no beam solution kardiniye olz

[@FactualCivilEngineering]

Jay shree ram🚩

[@Lofisong_2.0]

Main bar value = (50 × 12) + (4000-112.5-112.5) +(50×12) - (2×2×16) = 600 + 3775 + 600 - 64 = 4975 - 64 = 4911 mm ✅✅ 4927 ❌ Note :- Sir Aap Ek bar khud se Calculate kar lijiye Fir Sabse Answer Puchiye...

[@samratsarkar5109]

🤚🏻

[@NitishPandey-xs6wy]

Ha sar

[@shivashiv5929]

1 bend

[@heerasinghyadav4622]

Sir pier ka bata dijiye

[@xavierjohn2997]

cutting length 4.927mtr

[@NitishPandey-xs6wy]

Ok

[@sudaksh-hz4nl]

14m

[@xavierjohn2997]

50d

[@samratsarkar5109]

4.927

[@aniketraut8167]

Sur ye cutting length 811 aa rahi hai

[@momoin7985]

Sir iski playlist nahi mil rahi hai

[@xavierjohn2997]

development length

[@NitishPandey-xs6wy]

I know

[@NitishPandey-xs6wy]

Hlka halka

[@shivashiv5929]

4927 mm

[@shivashiv5929]

600 mm

[@sudaksh-hz4nl]

tension

[@newdiary7130]

Pure engineering me padhaya nhi sir aisa

[@xavierjohn2997]

9210

[@sudaksh-hz4nl]

900

[@NitishPandey-xs6wy]

12

[@momoin7985]

Cover nahi ghataya

[@sudaksh-hz4nl]

1543

[@sudaksh-hz4nl]

1668

[@sudaksh-hz4nl]

mid