I GENERALLY ENTER FLOOR LOADS AS MOVING LOADS IN BUILDING DESIGN. BUT IT'S NOT ON MY HEAD. IS IT BETTER TO SOLVE IT AS A LINEAR LOAD OR BY INCREASING FLOOR COATING LOAD OR IS IT A REALLY REAL DESIGN? IS THERE A REFERENCE TO THE TBDY 2018 REGULATION ON THIS TOPIC? I HAVE A PROJECT TO SOLVE AND I WILL CONTINUE TO DESIGN ACCORDING TO YOUR COMMENTS. THANKS IN ADVANCE FOR YOUR HELP.