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…
One way type load distribution can only be applied through the FLOOR LOAD option. If you are modeling the slab as plates and applying the load on the slab as a pressure loading on plates, the load distribution will be in both directions as plates are…