1 2.5399999999999999E-21 102000000.125 2.59999999999999

1
2.5399999999999999E-21
102000000.125
2.5999999999999998E-421
1.6276041666666666E-49.0681122762615569
956.83299131798146
43159.15002944296427
1351
102000000.125
2.5999999999999998E-415
1.6276041666666666E-417.773500061472653
16.7111.39266298324365
113.9311.93405770820999
302.600000000000021
102000000.125
2.5999999999999998E-414.3
1.6276041666666666E-419.556151957706227
13.4122.56515805775257
115.1343.22051437403906
3381
102000000.125
2.5999999999999998E-41.6276041666666666E-412.35800000000000178.599999999999994216.62424.8701.661(w=1.875)
2(w=4.694)
3(w=7.855)
Ansys(Hz)
Result summary
Dimensions
4(w=10.996)
5(w=14.137)
I(moment of inertia)
Order
Natural Frequency Test(Single Beam)aluminum
=
inch
m
inch/meter translator
Theoretical(Hz)
width(in)
thickness(in)
length(in)
modululus of elasticity(Psi)
VB(Hz)
density(lb/ft^3)
.

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