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Seismic Data Requirements for Eaton UPS Equipment Installation User’s Guide 164000050—Rev 05
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Proper mounting of the equipment is the single most important factor in withstanding a seismic event. The
foundation must be level and continuous under the entire assembly. The foundation must be designed to
withstand the reaction loads imposed on it by the equipment during a seismic event. At a minimum, the
foundation must be designed to accommodate the tensile strength of the hardware indicated in
.
The anchoring system should be put in place prior to equipment installation to reduce effort associated with
anchoring. Welding to embedded steel members is acceptable provided the strength of the welds is
comparable to the mounting bolts.
The user is responsible for compliance with all local seismic codes.
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Anchoring hardware is not provided with Eaton seismic mounting kits because the type
of hardware is dependant on the foundation construction and composition.
Table 1. 9x55 Unit and Fastener Requirements from Unit to Floor
Type
Bolt Type and Size
Torque
Quantity
8-15 kVA UPS, 2 High
Class 8.8, M10
42 Nm
31 lb-ft.
12
8-15 kVA UPS, 3 High
12
8-15 kVA EBC, 2 and 3 High
12
20-30 kVA UPS Cabinet
10
20-30 kVA Options Cabinet
10
NOTE
The torque value for each extension bracket connecting bolt is listed below:
•
Class 8.8
M6
Bolt = 12 Nm [9 lb-ft.]
•
Class 8.8
M8
Bolt = 27 Nm [20 lb-ft.]
22..11
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The horizontal displacement of the top of the equipment is listed in
. The horizontal displacements given
in the table are plus/minus values. The equipment must be at the minimum distance listed in the table to avoid
contact with other stationary objects during a seismic event.
Table 2. 9x55 Unit Seismic Displacement Requirements
Type
Front to Back
Side to Side
8-15 kVA UPS, 2 High
112 mm
112 mm
8-15 kVA UPS, 3 High
117 mm
117 mm
8-15 kVA EBC, 2 and 3 High
153 mm
153 mm
20-30 kVA UPS Cabinet
122 mm
122 mm
20-30 kVA Options Cabinet
121 mm
121 mm
Summary of Contents for 9 55 Series
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