स्लैब और बीम में कितना स्टील आएगा कैसे पता करें | Maximum & minimum reinforcement in slab & beam
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Disclaimer - This video is for educational purpose only. Copyright Disclaimer Under Section 107 of the Copyright Act 1976, allowance is made for "fair use" for purposes such as criticism, comment, news reporting, teaching, scholarship, and research. Fair use is a use permitted by copyright statute that might otherwise be infringing. Non-profit, educational or personal use tips the balance in favor of fair .
#Maximum&minimumsteelforbeam&slab
Very well described 👌
Mai esi vedio ki talash kr raha the... thankyou so much ❤️❤️❤️
plz share
Overall the video was absolutely knowledge based and an appreciable work. Area of steel provided while using 12 mm will be 226 sq mm rather than 904.
Absolutely right I think due to mistake it happened..
But dont worry we learnt it very clearly and nicely....
Thank you for the sharing your knowledge to us...🙏👍
Too good
Thanx bro kal request ajj video post aisa teacher college mein concept clear k liye krte toh aj itna nhi krna pdta 🙏
please share
Very helpful Sir
Very helpful bhai
Thank bro
Nice explanation
Shandar
Very nice
Beam men stirup ka parentage kya hoga ?
Sir pls sir doubt clear kijiye sir
1st doubt is I have a doubt on structural design of cantilever slab.. My cantilever slab span by depth ratio is less than 2.. Now its considered two way slab then how can you show crank four sides?
❤️❤️
What about IS 13920:2016 ductile detailing requirements of steel reinforcement ?!
Sir apna to 150mm 1 sq.m kay leya nikala ha isko total sq.ft area say multiply kar dein to total minimum weight ajye isko meter ya kg main kase convert kerian gay?
Bro but mujhe ye bhi thoda sa clear krna tha ki itne area mai kitna kg steel used hota
Ast(min/required) and Ast(provided) - How much difference is acceptable?
First view🙏
sir es video beam m upper or lower bar column ka pass
khatam ho rhe hai kya hy sahi hai ?
2nd doubt....The cantilever slab over all depth formula is span/10.. Here the span of slab is 3000mm.. So overall depth is 300mm… In practically is it possible to made 300mm concrete slab…?
Sir gross area Kay hota hai ?
Vi tum area nikal raha hi ki volume.... (depth la raha ho?)
There's a mistake in beam calculation of 2 x 12 x 12 x π ÷ 4 is 226.19 not 904
Sir
Humko total steel chk krna tha 5x6sqm... K liye but... Apne calculate kia 1x1sqm k liye...jo ki min. 150sqmm aya... To kya 5x6sqm k liye minimum req. Steel nikalne k liye 150x30 krenge?...... Mtlb kya. 30 sqm ki slab me minimum steel req=4500mm2 hoga?
Aur ye 4500 mm2 sirf all main bars(in only bottommost mesh) ka area hona chahiye... Ya fir slab me lagi all total bars ka hona chahiye .. Including top mesh(when double mesh is provided) ...
Ya including all distribution bars and top extra bars(in case of cranks provided)
Please explain
Yaha pr confusion create kr diya h sir ne......plzz clear this doubt....
Sir beam steel weight calculation is wrong and area also wrong
Thank bro