Area distributed load on the story is applied as 0.5 kN/m2 in the basement stories, 4 kN/m2 in the roof floor and 1.5 kN/m 2 in all other stories.
Roof story loads can be seen in the image below.
Basement 5 kN/m2, on the top story 1 kN/m2 and all other stories 2 kN/m2 was applied load is spread over the story area as.
Live load reduction factor is determined as 0.3 according to Table 4.3 of TBDY 2018. ideCAD Structural story general settings are adjusted in HYK section. For detailed information, see: Mass Definition at Joints (4.5.9)