I'm currently 'trying', quite unsuccessfully, I will add, to use this feature. Has anyone any hints/tips to simplfy this process.
Basically I'm trying to caculate stress's on a cantilever beam(a simple model, fixed at one end, block mass on other)which will result from its own natural frequencies. There just seems so many variables!!!
Basically I'm trying to caculate stress's on a cantilever beam(a simple model, fixed at one end, block mass on other)which will result from its own natural frequencies. There just seems so many variables!!!