Eurocode 2 : Deesign of Concrete Structures Clause 6.4.4 Punching shear resistance of slabs
Eurocode 2 : Deesign of Concrete Structures Clause 6.4.4 Punching shear resistance of slabs
(OP)
In Eurocode 2 : Deesign of Concrete Structures Clause 6.4.4 Punching shear resistance of slabs and column bases without shear reinforcement
σcp = (σcy + σcz)/2
where
σcy, σcz are the normal concrete stresses in the critical section in y- and zdirections
(MPa, positive if compression):
Here my question is , how to find the above values , if a concentrated load is acting over a slab?.
Is theire any Table in Eurocode to get these values?.
Kindly Answer as soon as possible....
σcp = (σcy + σcz)/2
where
σcy, σcz are the normal concrete stresses in the critical section in y- and zdirections
(MPa, positive if compression):
Here my question is , how to find the above values , if a concentrated load is acting over a slab?.
Is theire any Table in Eurocode to get these values?.
Kindly Answer as soon as possible....
Now Your Turn!






RE: Eurocode 2 : Deesign of Concrete Structures Clause 6.4.4 Punching shear resistance of slabs
http://www.designtoeurocodes.com
Dik
RE: Eurocode 2 : Deesign of Concrete Structures Clause 6.4.4 Punching shear resistance of slabs