Title: Doli Balcony Calculation Report 2016-04-07.pdf
It is performed a separate analysis of fire conditions providing the following requirements for fire resistance: Main structural system: R30 (B30),1.3 Sound requirementsSound is handled by ARK.1.4 Loading for balconyConcrete weight 25.00 kN / m3 Steel Structures 78.50 kN / m3General payload: Payload on balcony 1;2 - Type B 5.0 kN / m2,1.5 Material Specifications / Design lifeConstructions lifetime set to 50th.Concrete Structures Concrete specified i.h.t NS EN1992-1-1. Exposure class: General XC1. Durability Classes - General M60. Concrete strength - all structures B30.Steel Structures Steel structures are specified in according to NS-EN1993-1. Carrying Constructions in steel protected and placed in Corrosivity C1 low according NS EN12944- 2: 1999 Table 1. Steel painted according recognized system based on NS-EN12944 part 1-8 with medium expected durability.3