hello sir. sir i want to know about cantilever flat slabs .how long we can expand the flat cantilever slab without any hanging beam . and how its reinforcement will be provide. i always confused when i design 3d model . can i make a 6 feet wide & 30 feet long cantilever slab without any hanging beam .how its slab reinforcement will provide. pls reply .
Assalamualaikum sirji Can u plz explain why the beam is curved at 5:40 ? I'm a second yr student in Civil Engineering. Ur vids are really helpful. May ALLAH ﷻ bless you and your family
Beam is not curved. It is lifted up for binding the stirrups and also the reinforcement of slabs will be inserted after the beam rebars are brought down
if a beam B1 is connecting to a Col from one side and another beam B2 is connecting from opposite side of col. And both beams details is different B1 has 3 Top continues bars and B2 has 4 Top continous bars how will we provide development length and will B2 continues bars extend into B1 or not plzzzzzzz someone .....
As shown in the drawing if the depth of the beam is 15in and thickness of slab is 6in and it's monolitical beam so how much will be the cutlength of the stirrups? Anyone plz explain
