I am modelling a building that has a steel roof truss on the roof slab. Now while assigning dead and live load (Floor Load) on that particular floor, I am unable to see a proper distribution of forces that have occurred through the other floors. I am…

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…