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Ultimate limit state

:

Design

of one way

concrete slab

               
Concrete EC2 - ULS Plate
Concrete : fck = 20 MPa
Steel : fyk = 500 MPa
Design of one way concrete slabs
hw = mm
bw =
mm
mEd = kNm/m
vEd =
kN/m
dsl : Ø mm  
   
 

Bottom
Top

XC1
XC1  
Max vctekv

Max vctekv

 

cv,1 =20 mm

cv,2 =20 mm
     
cv,2 =
mm
cv,1 =
mm
: as,min
αcc :
Working life :
 

 
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