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…?
Bon boulot à vous
Thanks a lot
Nice
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?
Thank you
Sir plz share your TH-cam journey
And struggle life for motivation
Plz
Comparing Theory Vs Actual Construction..
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…?
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 alternative crank bar is not given hair
Y u didn't provide joggle in column bars
Why we need this crank bar, even we are giving good over lapping
Crack bar is economical as compared to double mesh
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
everyone is very good but the slabs rise in the fourth part
Jai shree Ram sir
Quality is not good brother
kaalam overlapping diode d50 no overlapping bonding no this is rong
Krenk no good