Dead Loads
Rooftop On the roof story 4 kN/m2 and on all other floors 4.9 kN/m2 was is applied as a distributed load over the floor areastory slabs.
Rooftop Roof story loads are shown in the image below.
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Moving Loads
Rooftop On the roof story 2 kN/m2 and on all other floors 2 kN/m2 was is applied as a distributed load over the floor areastory slab.
The live load participation rate was is determined as 0.3 as per TBDY 2018 Table 4.3. ideCAD Structural story general settings are set in the LLF section. For detailed information, see: Tekil Düğüm Noktaları Kütleleri Tanımlanması (4.5.9)
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Moving Loads
Rooftop 2 kN/m 2 and all other floors 2 kN/m 2 was applied as a distributed load over the floor area.
The live load participation rate was determined as 0.3 as per TBDY 2018 Table 4.3. ideCAD Static floor general settings are set in the HYK section. For detailed information, see:Tekil Düğüm Noktaları Kütleleri Tanımlanması (4.5.9)
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Snow Load
The maximum snow height for Istanbul Maslak is given as 75 cm. Calculation was is made as 80 cm in order to stay in the safe zone. In the attic floorroof story, 1.3 kN/m2 was is applied as an area distributed load on the floor.
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