- #1
har_rai
- 10
- 0
I am trying to calculate natural frequency for torsional vibration of fixed fixed beam using following formula.
=1/2*3.142 sqrt(K*g/mr^2) hz
Where K=J*G/L
and G=Modulus of rigidity
g=acceleration due to gravity=386.4 in/se2
m=mass hanging on the beam at distance 'r' from the longitudenal axis
My question is how does the equation above (if its right) is affected if I change the beam from fixed fixed to fixed -free.
thanks
=1/2*3.142 sqrt(K*g/mr^2) hz
Where K=J*G/L
and G=Modulus of rigidity
g=acceleration due to gravity=386.4 in/se2
m=mass hanging on the beam at distance 'r' from the longitudenal axis
My question is how does the equation above (if its right) is affected if I change the beam from fixed fixed to fixed -free.
thanks