Basic Information About Slab Reinforcement on Site | 

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 RU-vid journey And struggle life for motivation Plz

please can you explain how to provide reinforcemement bars for canttilever for g+2 and how connect beams to column

why alternative crank bar is not given hair

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…?

Y u didn't provide joggle in column bars

Comparing Theory Vs Actual Construction..

If thr crank is to be @L/4, it doesn't look 5 feet from the mid span

Why we need this crank bar, even we are giving good over lapping

1up 1donw 2ways 1way /4

1:16 what about the lapping in column. All the lap are in the A zone or bottom of the column. Very poor supervision.

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