Item number: 274108W
The structural calculations for the technical room system are based on Eurocode 3 (EN 1993). The loads on the structure are measured according to Eurocode 1 (EN 1991-1-3) for a characteristic wind load qk,w = 0.585 kN/m² and a ground snow load sk = 2.5 kN/m². The structure is also designed for earthquake zone 3 according to EN 4149, EN 1998-1:2004. With additional equipment up to wind load zone 4 with terrain category I (qk,w = 1.064 kN/m²) or up to ground snow load sk = 5.86 kN/m².
Roof drainage channels rain water to the frame running around the edge and drains it away on the short sides either to the left or the right.
Full descriptionThe structural calculations for the technical room system are based on Eurocode 3 (EN 1993). The loads on the structure are measured according to Eurocode 1 (EN 1991-1-3) for a characteristic wind load qk,w = 0.585 kN/m² and a ground snow load sk = 2.5 kN/m². The structure is also designed for earthquake zone 3 according to EN 4149, EN 1998-1:2004. With additional equipment up to wind load zone 4 with terrain category I (qk,w = 1.064 kN/m²) or up to ground snow load sk = 5.86 kN/m².
Roof drainage channels rain water to the frame running around the edge and drains it away on the short sides either to the left or the right.
Model | RFP 315.20 Li-Ion |
Clear bay depth [mm] | 1.440 |
Dimensions (without equipment) W x D x H [mm] | 3660 x 1784 x 2630 |
Bay dimensions W x D x H [mm] | 2917 x 1.440 x 1954 |
Door position | Long side |
Door version | hinged door |
Door design | 2 wing doors |
Door hinge | both sides |
Fire resistance | 90 minutes |
Load capacity [kg/m²] | 1250 |
Sump capacity [l] | 1400 |
Number of storage levels | 1 |
Weight [kg] | 2500 |
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