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Hi,
I was hoping someone might help out with how best to constrain a simply supported beam?
I've seen several threads with the same question but none I've seen have had a clear answer that solves all issues.
I've completed a hand calc on the beam so know the deflection and stress I'm expecting, and was trying to verify this using Inventor's Stress Analysis module.
The beam is 10M long supported at the extreme ends supported an a sliding roller support.
Universal Channel dims are 406.4mm high, 403mm wide, flange is 42.9mm, web is 26.6mm, radius R15.2mm - material is S460 steel. A distributed load of 172KN/M is applied across the top face of the channel (the 403mm wide x 10M face.
Doing a manual calc on this I get that deflection should be 87.4mm. The surface stress for both sides of beam should be 356.5N/mm2
Attempting this in Inventor using various constraint methods the best method I found was...
fixed at left hand side on the edge
fized at the right hand side edge but free to move in Z
right hand side showing it can move in Z
This gives me very close figures regarding deflection and surface stress when probed in the middle area, however because the edge is rigid and can't rotate, you get a very high stress flare at the two fixes edges because they can't rotate. This can be ignored by changing the colour bar to have a max value of 460mpa etc but isn't ideal.
Could anyone guide me as to how this beam should be constrained?
Thanks in advance for any help or advice.
Solved! Go to Solution.