Rack toppling
Rack toppling
(OP)
I'm designing a rack for material handling, 5' high, casters, 3lb of parts hang from the top + self weight.
Is there a good reference for minimum moment/angle/displacement to topple it? I was thinking about 2' wide at base, like a hat rack or IV stand.
Is there a good reference for minimum moment/angle/displacement to topple it? I was thinking about 2' wide at base, like a hat rack or IV stand.





RE: Rack toppling
RE: Rack toppling
Say you were pushing it along and it hits a bump in the floor or better yet a 2x4. Then not only does the weight of the rack and material come into play - but you trying to stop yourself by psuing even more on the cart.
Just a thought
RE: Rack toppling
RE: Rack toppling
I asked this question in the structural engineering forum.
thread507-255357: Tipping Hazard
RE: Rack toppling
Engineering is the art of creating things you need, from things you can get.
RE: Rack toppling
Will Walters
Sheffield UK
Designer of machine tools - user of modified screws