great I agree. how about making the shape a bit less simple. how about curving the beam upwards !? how is that done ?
fair enough. my question is how can it be designed so that the deflection is 0.1 mm while keeping the thickness at 60 mm ?
material is AISI 1045 Steel, cold drawn
is it possible to design this plate so that it deflects only 0.1 mm ?
how to minimize mass using triangles in a simply supported beam ?
hello there. I'm facing a problem here I need help with please.
I have a 1000mm simply supported beam that is under two point loads at 333mm...
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