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)...
This is a structural slab of panel size 3m x 6m . Slab thickness is 150mm.
And i have to check this slab panel for a concentrated load of 10 KN, position of load may be anywhere .
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Please can u help me in analysis and design methodology of a slab under concentrated load Using EuroCode .
If i get any example it will be of great help.
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Hello Everyone,
Greetings of the day..
Can anybody help me to get some idea or literature on Building On Sloping Ground. I have a step back set back building resting on a sloing ground having slope of 30 degree.
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