How to solve the error caused by providing beam end releases?
Answer:
1) check if the material had very high elasticity. Such high values can result in instability. Kindly reduce this stiffness to a magnitude of 10^8 kN/m^2 if it is high.
1) check if the material had very high elasticity. Such high values can result in instability. Kindly reduce this stiffness to a magnitude of 10^8 kN/m^2 if it is high.
Change the elasticity as shown below.
2) If the magnitude of the moments is quite low, Delete all the beam end releases.
3) If it is to be further reduced, just reduce the section size to say 2mm. Change the section size as shown in the image below:
Lindsey St j arches pinned supports V05.mcb
DataImage84.png
DataImage4.png
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