A place to ask questions about Altair products or solutions and receive help from community members or Altair employees
Hello everyone, I am an undergraduate/graduate teacher at a Brazilian university, and I would like to teach a class where students can simulate and analyze 5G coverage in an urban scenario, as well as conduct a 5G network analysis. Could anyone assist with a configuration file to use in the simulation (for the 3.5 GHz and…
Hi,My name is Atulya Mathew. I am a student in Conestoga college. I recently tried to login to my rapid minor account and my account got blocked. Please help me to retrieve my account. Thank you
Hello all, I have WPS (now Altair SLC) version 4.04 running on RHEL 8.10. User is connecting via analytics workbench to this server. On the analytics workbench he is trying to connect to a mssql server via sas code executed in the Workbench: %let ZIPCONN=Server='server,port' database='XXQUATDB1' schema='dbo'…
Hi everyone, I noticed that the 1st layer height of Boundary Layer is not uniform and not equal to the input value. Case: 2D mesh Input 1st layer height: 0.002653m Edge layer input: Result: I believed this non-uniform 1st layer height contribute to the un-even total BL height that had been addressed 2 years ago which still…
Hello Everyone, I am new to hypermesh, is there an option to paste 2 nodes together? I know about equivalence but for that the nodes should be in the tolerance limit. Can we manually select 2 nodes to be pasted?
Hello, i simulate an impact analysis on a wheel carrier. The bumper is supposed to move in y-direction against the wheel of the carrier. The carrier ist locked at the back except for rotation along x-axis. The Problem: The wheel, and also the whole carrier are oscillating/vibrating extremly, although the material is steel…
Hello, I am working in monarch data prep studio, I would like data prep to pull several of the same type of report from a file of the reports. Is it possible to have monarch consistently grab a folder full of reports as opposed to just grabbing on report?
Hi, I have a process that accepts variable inputs. Field types are unknown at design time. I need to figure out how to test if an attribute is any kind of date type so that I can change them text. I tried the Date To Nominal operator, but unlike the nominal to polynomial operator it doesn't have an option for all date type…
What is the difference between SPC given on a component using the Rigid element (RBE2) and SPC directly given on the nodes? What exactly changes when the rigid element is involved while giving the boundary condition?
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