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…?
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Bon boulot à vous
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Thanks a lot
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?
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And struggle life for motivation
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Thank you
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
Y u didn't provide joggle in column bars
Comparing Theory Vs Actual Construction..
why alternative crank bar is not given hair
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
1up 1donw 2ways 1way /4
Why we need this crank bar, even we are giving good over lapping
Crack bar is economical as compared to double mesh
everyone is very good but the slabs rise in the fourth part
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
Quality is not good brother
Jai shree Ram sir
kaalam overlapping diode d50 no overlapping bonding no this is rong
Krenk no good