Specifically, this means that, when the AGCD adapter grid is used in any of the configurations shown in Figure 15d, the structural rating of the adapter grid will always exceed the structural ratings of either the XLD281 or XLC (XLC127+, XLC215 or XLC118) loudspeaker systems. Thus, if the structural rating is not exceeded for any loudspeaker in the column, the structural rating of the adapter grid will not be exceeded.
When Using the AGCD Adapter Grid in Any of the Configurations Shown to Support a Column of XLC and XLVC Loudspeaker Systems, the Structural Rating of the Adapter Grid Will Always Exceed the Structural Rating of the Loudspeaker Systems for any Vertical Tilt Angle. Thus, If the Structural Rating Is Not Exceeded for Any Loudspeaker in the Column, the Structural Rating for the Adapter Grid Will Not Be Exceeded.
Figure 15d:
AGCD Adapter Grid Complex Structural Ratings
3.7 Wind Loading
The XLVC loudspeaker systems have been designed to withstand winds of up to 60 miles per hour (96.6 kilometers per hour) if the bottom cabinet is rigidly secured. For obvious safety reasons,
A
3.8 Electro-Voice Structural-Analysis Procedures
Structural testing and computer modeling were used throughout the engineering development of all the XLVC individual rigging components and complete loudspeaker systems described in this manual. Testing and modeling involving both anticipated use and anticipated misuse were per- formed as part of the analysis. Engineering prototypes were stressed to failure and designs were revised based on those test results. Production systems and components were stressed to failure for verification of the final designs.
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