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  • Users: monty011
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  1. monty011

    Raster Not Visible in Drawing

    Curious if anyone has run into a raster image from the model not showing up in the drawing. In my particular case, i'm adding rasters to sketched rectangular areas on a plate. When I open the drawing file, only the sketched rectangles are visible.
  2. monty011

    Hole Callouts on Promoted Bodies

    Is there some issue with hole callouts on promoted bodies that I'm not aware of? I've got a couple of metric hole patterns on a promoted body (casting to machine) and using radial dim > hole callout, none of the hole features are selectable. Also, feature parameters has been really hit or miss...
  3. monty011

    Datum CSYS origin & sketch constraints

    Hey guys, I think there is a setting i'm not seeing that is killing my sketching. It just started happening yesterday. My datum csys point is not selectable for a point reference when orienting sketch planes. Also, i'm not able to constrain sketches to other sketches (ie. point of current...
  4. monty011

    NX 11 Promote Bodies

    As much as I've read about the "promote body" feature, you'd think I would know exactly what it is REALLY doing a little better. When I add a "sub-assembly" that is comprised of a promoted body into a next level assembly, i'm getting some strange happenings. If I misplace constraints when...
  5. monty011

    Austenitic Solution Anneal

    I've got a specification that requires a solution anneal (1900F) with soak time of 2 hours per inch of thickness. We are typically dealing with 1/2" to 1" plate. That amount of time seems a bit excessive to me and now I know why we have a fair amount of oxidation/scale when we get these parts...
  6. monty011

    316/316L Flange Distortion After Welding

    Here is one from a previously closed thread. We are having issues with flanges distorting (convex). The joint is comprised of a plate flange with weld detail that would typically be used for a slip-on. The flange is 1.00" thick, and the pipe pup is 3/8" thick. The welds are called out as...
  7. monty011

    AISC Table 3-23

    Was curious about case #2 in the shear/moment/deflection tables on page 3-23. They have the max moment listed as .5774*l in the figure, but in the list next to the figure they have 1/sqrt(3)*l = .557*l. Shouldn't the .557 be .577? Anybody else notice this in their copy? It wasn't listed on...
  8. monty011

    NACE Question

    Our sales guys are constantly being asked for NACE compliant material when they are putting together quotations. For this scenario, let's just assume they are referencing either MR0175 or MR0103 and the product is a cast aluminum flange adapter for an atmospheric storage tank. Why would the...

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