The video provided valuable information; however, after the 4:56 mark, it was stated that there is a boundary beam, specifically the top cranked bar in the longitudinal direction, is not required. It is essential to include it in the same manner as you have indicated for the transverse direction, as there will also be presence of negative moment. I believe this is a serious mistake.
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?
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…?
I clearly see that the beam will be cast together with the slab. Here we cast the web of the beam first then the top part of it is case together with the slab. I would like to know how this affect design. Thanks.
The bottom straight rebar will extend from inside the beam, while the cranked rebars will be positioned above the rebars of the beam in an alternating fashion.
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The video provided valuable information; however, after the 4:56 mark, it was stated that there is a boundary beam, specifically the top cranked bar in the longitudinal direction, is not required. It is essential to include it in the same manner as you have indicated for the transverse direction, as there will also be presence of negative moment. I believe this is a serious mistake.
Thankyou Great video but L/4 is L the clear span between 2 columns?
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?
Nice
Comparing Theory Vs Actual Construction..
Sir plz share your UA-cam journey
And struggle life for motivation
Plz
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…?
Thanks a lot
Thank you
1:16 what about the lapping in column. All the lap are in the A zone or bottom of the column. Very poor supervision.
Yes its dangerous laping of column bar should be in the middle of columns and with different spaces
I clearly see that the beam will be cast together with the slab. Here we cast the web of the beam first then the top part of it is case together with the slab. I would like to know how this affect design. Thanks.
Mostly in ground floor for normal building, use bonding agent before next concreting.
Should slab reinforcement go over the beam reinforcement or inside beam reinforcement??
Ca.n u pls answer?
The bottom straight rebar will extend from inside the beam, while the cranked rebars will be positioned above the rebars of the beam in an alternating fashion.
If thr crank is to be @L/4, it doesn't look 5 feet from the mid span
1up 1donw 2ways 1way /4
please can you explain how to provide reinforcemement bars for canttilever for g+2 and how connect beams to column
How to provide steel in cantilever beams/slab
Why we need this crank bar, even we are giving good over lapping
Crack bar is economical as compared to double mesh
ram ram bhai
why alternative crank bar is not given hair
Y u didn't provide joggle in column bars
Jai shree Ram sir
everyone is very good but the slabs rise in the fourth part
Quality is not good brother
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Krenk no good
Nice
Thanks Bro