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Ultimate limit state

:

Design

of

concrete

T-beam

               
concrete T-section
Concrete : fck = 20 MPa
 Steel : fyk = 500 MPa
hw = mm
bw =
mm
hf =
mm
beff =
mm
beff,1 = mm
beff,2 = mm  
MEd = kNm
VEd =
kN
dsl : Ø mm
dst : 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
: Asw,min
αcc :
Life class :

 
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