Max BM for a cantilever would be @ the point of support and would be equal to WL/2 where W=wL Max BM for a cantilever would be @ the point of support and would be equal to WL/2 where W=wL Edit- As said above the max bending moment for a cantilever will be at the support
For a distributed load M=wL2/2 where w=the fractured distributed load and L= the leaver arm For a point load
M=PL where P=the point load and L= the leaver arm *Having a cantilever means you will have reinforcing in the top of the beam/slab till a distance after the beam
to resist the slab from bending moment at the edges and stop moment of the edges when the vehicles moves the approaching direction
a slab of a house suupported with RCC frame column & beam, What will be the bending moment in different spans. ER. J.S.DEORI
it will need a suppot element , depper and stiffer concrete members will act as support
The reinforcement resisting flexure (bending) in the direction of the span.
The maximum span for a cantilever slab typically ranges from 2 to 4 meters (about 6.5 to 13 feet), depending on factors such as the slab thickness, material properties, and load conditions. For reinforced concrete slabs, this span can be extended with proper design and reinforcement techniques. However, it's crucial to consult structural engineering guidelines and codes to ensure safety and performance for specific applications. Always consider the specific project requirements and local building regulations.
For cantilever slab it should be 28 days
no
to resist the slab from bending moment at the edges and stop moment of the edges when the vehicles moves the approaching direction
a slab of a house suupported with RCC frame column & beam, What will be the bending moment in different spans. ER. J.S.DEORI
V of a circular slab = thickness of the slab multiplied by (pi multiplied by the radius2)
it will need a suppot element , depper and stiffer concrete members will act as support
The slabs that are supported only at end are called simply supported slabs i.e. there is no intermediate supports in the slab and there will be no support moment acting on the slab.
The reinforcement resisting flexure (bending) in the direction of the span.
The maximum span for a cantilever slab typically ranges from 2 to 4 meters (about 6.5 to 13 feet), depending on factors such as the slab thickness, material properties, and load conditions. For reinforced concrete slabs, this span can be extended with proper design and reinforcement techniques. However, it's crucial to consult structural engineering guidelines and codes to ensure safety and performance for specific applications. Always consider the specific project requirements and local building regulations.
Multiply the length by the breadth. eg if slab is 2 ft by 3 ft then area of slab = 6 sq feet
In order to estimate rcc roof slab you must measure the roof and calculate its area. Then you must contact a professional to see how much slab will be needed.
Slab area multiply 1.4 times.