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Ultimate limit state

:

Design of concrete beam

               
ULS Concrete Beam
Material
Concrete : fck = 20 MPa
Steel : fyk = 500 MPa
concrete beam EC 2
Section
hw = mm
bw =
mm
Ultimate loads
MEd = kNm
VEd =
kN
Diameter
dsl : Ø mm
dst : Ø
mm
Cover

Bottom
Top

XC1
XC1
Max vctekv

Max vctekv

 

cv,1 =20 mm

cv,2 =20 mm
     
cv,2 =
mm
cv,1 =
mm
Settings
: As,min
: Asw,min
αcc :
Life class :

 
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