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Dead Loads

  • Rooftop 4 kN/m 2 and all other floors 4.9 kN/m 2 was applied as a distributed load over the floor area.

  • Rooftop loads are shown in the image below.

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 Structural story general settings are set in the LLF section. For detailed information, see:Tekil Düğüm Noktaları Kütleleri Tanımlanması (4.5.9)

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)

Snow Load

  • The maximum snow height for Istanbul Maslak is given as 75 cm. Calculation was made as 80 cm in order to stay in the safe zone. In the attic floor, 1.3 kN/m 2 was applied as an area distributed load on the floor.

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