Calculation of buckling strength after Euler
according to AD 2000-Merkblatt B5 (Edition 01.2002)
Input data
Tube outer diameter
d
a
mm
Tube wall thickness
s
mm
Length
l
0
mm
Constraints
pivoted-pivoted
pivoted-clamped
clamped-clamped
Design temperature
T
d
°C
Elasticity modulus
E
MPa
Nominal design strength
K
MPa
Calculate
Results
Maximum buckling force
F
k
kN
Maximum allowable stress
σ
k
MPa
Slenderness ratio
λ
www.pvp-software.de
© Lau Engineering Solutions GmbH