Post tha thei hle mai, zirlai mai bakah nitina inhlawh cement work thawk bik tan leh in sa mek leh, la sa zel tur tan I chanel hi bengvarna leh finna a ni e. Kei pawhin ka hlawk pui thin e, I kal zelna turah duhsakna ka hlan a che...
Sir, thanks for providing such great video. Please upload more video on how to detaining of .... RCC structure - (* development length relationship) Foundation, Foundation to Column Connection, L - Beam Column Connection, T - Beam Column Connection, Slab Beam connection, Stair Beam Column connection, cantilever Beam cantilever, Different Cross Section, Shear wall, etc
sir if we provide laping in all ready build column and four re bar left for future construction all these bar at same level so how we provided laping stager in manner
Thanks bro. Just learning this now do you recommend any simple software for this? This is more engineering for large structures but I want to focus for 2-4 level buildings here in Greece. Look forward to more vids, nicely edited.
Thank you for sharing your information with us, I would like to know about glass walls
Very good explanation with the use of good images, thank you!
seriously
Sir thanks for your valuable information. If possible kindly do the comparison between coupling and lapping of bar's. And which one is best
Post tha thei hle mai, zirlai mai bakah nitina inhlawh cement work thawk bik tan leh in sa mek leh, la sa zel tur tan I chanel hi bengvarna leh finna a ni e. Kei pawhin ka hlawk pui thin e, I kal zelna turah duhsakna ka hlan a che...
In which British code mentioned that smaller dia lap length to be taken in different dia lapping
Why dont we check reinfocement in fixed end beams and columns for pull-out and splitting failure?
Sir, thanks for providing such great video.
Please upload more video on how to detaining of ....
RCC structure - (* development length relationship) Foundation, Foundation to Column Connection, L - Beam Column Connection, T - Beam Column Connection, Slab Beam connection, Stair Beam Column connection, cantilever Beam cantilever, Different Cross Section, Shear wall, etc
In short video u explained many things in technical way great
Sir you said lapping should not do at join what is that mean
How long lap length should be lift for next floor’s column if we assume 300 cm column for next floor?
Thanks for such informative video !
refrence code ? or anything ?
Does reinforcement in walls and columns have good or poor bonding condition?
Perfect. How do you make the video... especially where you were writing questions. Kindly assist.
Thank you sir,
For knowledgeable video.
Overlapping me sariya band krna jruri hota h kya
Please explain as per irc 112
I think the column lapping shouldn't be in the centre. Please can you confirm?
sir if we provide laping in all ready build column and four re bar left for future construction all these bar at same level so how we provided laping stager in manner
In that case, more length of reinforcement bars should be left at the time of construction
Smart work sir
very useful video sir
Well explained sir..more videos upload pls
Short and understandable
very nice sir
Good information
Very useful vedio
Awesome dude.
Thanks bro. Just learning this now do you recommend any simple software for this? This is more engineering for large structures but I want to focus for 2-4 level buildings here in Greece. Look forward to more vids, nicely edited.
Nice video sir, but if u can reduce technicality and explain in a lucid manner it would be even great, bcos I do not belong to engg field..
Nice video sir, please make video on following topics plz graphy wall graffiti, rock wall and stucco finishing / stucco plaster
Sir please upload construction vedios.
Yara oka haddd day pa wkaaa
Woww
Sincere bust explanation