Staircase मे steel को बांधने का स्टेप by स्टेप detailed वीडियो बनाइए।
@ilyasshaikh2206 ай бұрын
Well explained. I checked almost all the videos on yt but Open well staircase steel detail found only on this channel. Thank you.
@danishreza5522 ай бұрын
Well Explained ❤
@erazharwafa202 жыл бұрын
Very knowledgeable video, Reinforce-Civil Engineers training institute chennal you tube biggest platform all students.
@ReinforceInstitute2 жыл бұрын
THANKS AZHAR .. REGARDS
@akbarjawed12 жыл бұрын
Bhut badhiya, Nice way of explanation. Keep it up. Watching all your videos from Oman. Great work
@khanasjadkhan6322 жыл бұрын
Very good information
@Arsiddique.RPM.doctor2 жыл бұрын
Sir good morning Very nice explain
@atanudey123310 ай бұрын
Thank alot sir ❤❤❤😊
@aalokthakkar7884 Жыл бұрын
Superb
@adilkhan-xg3si2 жыл бұрын
Good job
@erkundanyadav2 жыл бұрын
Nice information sir
@jenarulsk45592 ай бұрын
👍👍👍👍
@sach_constructionmastery20632 жыл бұрын
How can the load be minimum at the mid zone? The bending moment should be max at that zone.
@shahidalam14052 жыл бұрын
Sir strius case ka bbs link dijiye sir
@nepal42362 жыл бұрын
Sir, Landing Beam ki wajah se Short Column Effect nahi hoga column me ??
@nmmedia1532 жыл бұрын
You should discuss with drawing and you have not mentioned the cutting length of extra top bar. Requesting you to wear proper PPE while visiting site. Thanks.
@ReinforceInstitute2 жыл бұрын
Thanks for your suggestion and concern towards us..... We will keep it in mind from next time.
@dhrubajyotiray52992 жыл бұрын
Sir why is load smaller in middle of stairs?
@AkshayParulekar-cm7hx2 жыл бұрын
Ye smjhne ke liye engineering krna pdega
@monimadhavtaid47964 ай бұрын
bro building ka pressure hamesha end point pe aate hain ..
@akhilsubedi95022 жыл бұрын
Short column, and beam reinforcement are outside column reinforcement ..that is not sound structure
@omprakashsahoo4516 Жыл бұрын
Single Saab staircase hona chahiye ya nahin
@RamioPaul2 жыл бұрын
With proper drawing ke sath agar apne is video ko dikhaya hota to maja a jata 🥺
@vikashgadariyapal27052 жыл бұрын
Sir drawing kaha hai sir aise kya samj mai aayega please drawing according
@JitendraYadav-official8012 жыл бұрын
Dowels ka kya matlab hota hai hindi me
@tomarakhilesh21432 жыл бұрын
Informative sir but I have one doubt sir why the bars were not bent at the junction why they were bent away from the junction in landing
@ReinforceInstitute2 жыл бұрын
Still it's yet to be adjusted.so Regards
@nepal42362 жыл бұрын
I think its Scissors technique, in which bottom rebar of waist slab goes through the top position in main slab. And similarly top reinforcement of waist slab goes through bottom reinforcement of main slab. So, for transition of bar from top-bottom or bottom-top we need to bend bar away from the junction.
@sameerb37992 жыл бұрын
Why not provide tie bar in beam and column junction point
@arif85632 жыл бұрын
Starting ka bottom bar ending me to bar ban jata h same reverse ending to starting