Hi,
I am working on a piece of earthmoving equipment, and have a general question to put out there regarding fixtures.
for context think of the machine as a box grader. the area of interest is the supporting cutting edge, which is supported by evenly spaced spars...
A question I have been wanting to put out there to other engineers for a while...
For structures with live/dead loads that are known values, the design process is 'fairly' straight forward depending on the code/standard being used.
In this instance I am going to use earth moving...