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Re: Structural steel--isolated joints

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> Does anyone
>have any leads that would help me fine tune this design?
A 32 ton crane is a big machine, with big inertia loads. The kind of 
shock mounts you're talking about work OK on small equipment, but not for 
something that weighs 32 tons. They work by softening the system, which 
is not what you need. You should be using the AISC fatigue design 
provisions for service loading.

Christopher Wright P.E.    |"They couldn't hit an elephant at
chrisw(--nospam--at)        | this distance"   (last words of Gen.
___________________________| John Sedgwick, Spotsylvania 1864)

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