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Φ _{x} =

mm

Φ _{y} =

mm

a_{x} =

cm

a_{y} =

cm

A_{s,x} =

cm^{2}/m'

A_{s,y} =

cm^{2}/m'

ρ_{l,x} =

%

ρ_{l,y} =

%

Norm

V_{Ed} =

kN

Reinforcement

Shape

Slab edge

Edge distance

cm

cm

Angle

°

°

h =

cm

d =

cm

b_{x} =

cm

b_{y} =

cm

D =

cm

β =

ρ_{l} =

%

σ_{cp} =

MPa

α_{cc} =

γ_{C} =

γ_{S} =

u_{1} =

C_{Rd,c} =

k_{1} =

l_{k1} =

s_{r} =

α =

ν_{Rd,max} =

k ⋅ d =

CALCULATION RESULTS