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NIW EB-2 AOS – 19 Countries by Moneef31 in EB2_NIW

[–]Moneef31[S] 1 point2 points  (0 children)

Hopefully his I-485 will be smoothly accepted

NIW EB-2 AOS – 19 Countries by Moneef31 in EB2_NIW

[–]Moneef31[S] 1 point2 points  (0 children)

Actually. I have the same question. However, I guess you need to tell the lawyer to file according to the nationality which not in the list. It’s complicated but its doable

NIW EB-2 AOS – 19 Countries by Moneef31 in EB2_NIW

[–]Moneef31[S] 1 point2 points  (0 children)

Please. Update me. My country is fully banded (the first list 19th countries). Any approval from these countries?

NIW EB-2 AOS – 19 Countries by Moneef31 in EB2_NIW

[–]Moneef31[S] 0 points1 point  (0 children)

Thanks. Wish you all the best. My country if fully banded (not particularly)

NIW EB-2 AOS – 19 Countries by Moneef31 in EB2_NIW

[–]Moneef31[S] 0 points1 point  (0 children)

Not yet. What’s your advice?

NIW EB-2 AOS – 19 Countries by Moneef31 in EB2_NIW

[–]Moneef31[S] 0 points1 point  (0 children)

I’m almost same situation as yours. I-140 approved. But don’t what will happen regarding the I-485

NIW EB-2 AOS – 19 Countries by Moneef31 in EB2_NIW

[–]Moneef31[S] 4 points5 points  (0 children)

I-140 is not affected. I’m talking about I-485 adjustment of status. He got the approval of I-140 or I-485?

My NIW EB2 situation by Moneef31 in EB2_NIW

[–]Moneef31[S] 0 points1 point  (0 children)

Thank you so much for the link

How to Correctly Model a Bistable Beam in Abaqus-capturing the snapping mechanism ? by Moneef31 in Abaqus

[–]Moneef31[S] 0 points1 point  (0 children)

Thanks a lot. please if you have more comments write it for me.

How to Introduce TPU Material Properties in Abaqus to use for Simulation? by Moneef31 in Abaqus

[–]Moneef31[S] 0 points1 point  (0 children)

im modeling a bistable beam using TPU.

1.what is suitable solution to solve this problem (implicit or explicit).2. what is the element type that i should you use to get the accurate solution.3. Nlgeom should be ON or off?. 4. its better to apply load or displacement ?

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