Dead Load – G1 | According to the Steel Profiles Used. | ||||
Permanent/non-structural loads G2 | Roof panels: 0,20 kN/m2 | ||||
Side panels: 0,25 kN/m2 | |||||
Accidental loads Qk | Stored goods: each pallet is 1000 kg. The weight of each pallet is reduced by 15% basing on current practice. | ||||
Live load on roof: 0.50 kN/m2 | |||||
Wind action | 1.15 kN/m2 for the upwind side | 0.69 kN/m2 for the downwind side | |||
Snow load: 1.2 kN/m2 | |||||
Definition of the Seismic action for the design (§ 3.2.3 of NTC2008) Soil of category C. |
DL limit state | LS limit state (EA) | LS limit state (DA) | ||
ag | 0.06 g | 0.163 g | 0.163 g | ||
F0 | 2.507 | 2.449 | 2.449 | ||
Tc* | 0.269 s | 0.284 g | 0.284 g | ||
q | 1.00 | 1.00 | 2.00 | ||