Calculation of buckling strength after Euler
according to AD 2000-Merkblatt B5 (Edition 01.2002)
Input data
Outer diameter
d
a
mm
Wall thickness
s
mm
Length
l
0
mm
Constraints
pivoted-pivoted
pivoted-clamped
clamped-clamped
Design temperature
T
d
°C
Young's modulus
E
N/mm²
Nominal design strength
K
N/mm²
Calculate
Results
Maximum buckling force
F
k
kN
Maximum stress
σ
k
N/mm²
Slenderness ratio
λ
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