HI deserFox,
I have attached the sketch with dimension details. Pls check https://files.engineering.com/getfile.aspx?folder=84baa2a6-444c-4fe3-8365-d62d7052f2bc&file=Dimensions_and_CoG_added.PNG
HI Team,
I would like to know your suggestion and guidance for the analysis case i work on,
Scenario:
There is a machine structure grouted to the floor that needs to withstand the seismic forces.
Load path :
1.The self weight of the structure is around 40 kg, 20 kg is transferred to the LH...
Sorry for the delayed response,
1. It's as per ASME
2. If the both are produced with the concavity, then it will result in non conformance to spec limit.
In this case, How one should approach to correct the drawing ? Pls share your views
okie,
In the Worst case scenario : If my actual part comes with flatness by 0.02 and parallelism by 0.013, In that case it makes my cross section (W +0 /-0.025) to go below the stated spec, It makes the part to be rejected right?
can you share your thoughts?
HI,
From the attached picture, Drawing from design team.
1. From my understanding the applied flatness and Parallelism tolerance can be Max upto size tolerance
applied(As per Rule 1).
Say for example : Size tolerance is within X + 0 /- 0.025
Flatness + parallelism...
