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  • Floor ONEWAY Loads error

    Hi, i have a problem when ytrying to use floor oneway loads, I specify the range in x,y,z and i use the "towards" option, because i don´t want the program to use always the short direction: ONEWAY LOAD YRANGE 2.16 2.18 ONE -0.25 XRANGE -14.51 -10…
  • Internal Ceiling and Floor Construction Mirroring

    Product(s): OpenBuildings Energy Simulator Version(s): CONNECT Edition Environment: N/A Area: Data Managers Subarea: N/A Overview To ensure the consistency of your surfaces, the layers in your…
  • UNABLE TO GENERATE INCLINED FLOOR LOAD.

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 02-Feb-19 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN SET FLOOR LOAD TOLERANCE 0.01 JOINT COORDINATES 1 0 0 0; 2 4.95 0 0; 3 7.975 0 0; 4 11.94 0 0; 5 15.94 0 0; 6 19.855 0 0; 7 24.025 0 0; 8 27.94…
  • Wall Node constraints to Floors in GC??

    Hello Good GC Community, So here's a quick question for you guys, I'm trying to make the walls in my project constrained between 2 floors, and to do this I basically need for the points to define the wall to be on the floor coordinate system and…
  • Floor Beam Live Load moment calculation in LARS

    I'm doing a rating of a Girder-Floorbeam-Stringer bridge in LARS (LFR). I hardcoded the input files to automatically create check points at section changes '[SectionChangeGenerateCheckPoints] 1', and that appears to work fine except for with the floor…
  • RE: NO RIGID DIAPHRAGM WARNING

    This note regarding floor diaphragm is a generic one and the purpose is to make the user aware that if there is a floor diaphragm definition, that should precede any wind load definition. In your case there is no floor diaphragm and so this warning is…
  • Re: textile tests

    I have some exrtra time for testing these days... :-) I'm happy to see how SSS (sub surface scattering) works with Luxology. Looks realistic also on surface elements like curtains. In Maxwell you have to model the curtains with thickness to achieve…