STATUS “In service“ Above peak wind speeds of 20 m/s measured in a 10 m height roof, rear- and side wall canopies must be removed. In case of measuring in a lower height than 10 m roof, rear- and side wall canopies must be removed at peak wind speeds of 18 m/s. The measuring must take place at the highest point of the structure with unobstructed environment. STATUS “Out of service“ The construction with removed roof area, removed rear and side wall canopies is stable for status “out of ssevice“ in wind zones 1+2, inland according to DIN EN 13814.
Snow loads are not taken into account. Building up of the structure shall only be made in appropriate weather conditions.
The construction may be loaded with payloads.
The suspension points shall be in the node points of the trusses and all chords shall be attached.
This report only covers the truss structure.
The suspension points of the building are not part of this structural report and shall be proved separately. The loads are documented in chapter 1.6.
All suspension elements have to be chosen adequatly to the occuring forces.
It is not allowed to use the truss structure  for personal securing.
The maximum support loads can be found on pages 69-74. The  transmission of these forces into existing structures is not part of this  structural report and has to be proven separately.
The security against lifting and sliding is done by using ballast loads as shown in chapter 1.6. The ballst loads must be fixed to the columns force-fitted (pressure & tension).
The ballast has to be placed force-fitted.
All load sums have to be checked before installing the structure and in case of significant variations our bureau Krasenbrink+Bastians has to be contacted.
Decisive for the value of the ballast loads is the bending in the lower outriggers due to the forces from the guy wires.
The LED-screen is possibly to be fixed to both ends of the lower outriggers  to avoid a swinging of the LED-screen.
It is not allowed to use the truss structure for personal securing.
The suspensions are not part of this structural report and must be proved separately./ Die Abhängungen sind nicht Bestandteil der statischen Berechnung und sind separat zu prüfen.
The suspensions must be chosen to carry the above documented loads./ Die Befestigungsmittel sind entsprechend den dokumentierten Lasten zu wählen.