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silo 3 - U.S. Department of Energy

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1.4<br />

LOAD LIMITATIONS ON SILO 3<br />

Access and Retrieval Strategy for the Silo 3 Project<br />

Document No. 40430-PL-0002. Rev. 1<br />

September 2003<br />

Figure 1-2 Elevation View <strong>of</strong> Silo Opening<br />

ELEVATION<br />

LOOWG WEST<br />

The Technical Safety Requirements (TSR) Document for the Operable Unit 4 Silos (FCP<br />

2003) defines the requirements and restrictions for live and dead loads placed on Silo 3.<br />

The engineering design and operation <strong>of</strong> the Vacuum Wand Management System will be<br />

evaluated to ensure compliance with the DOE-approved TSR document.<br />

The FCP Silos Dome Access Procedure delineates administrative controls to ensure <strong>silo</strong><br />

dome loads are evaluated and placed in accordance with the TSR document. In no case<br />

shall loads, other than personnel and personnel-carried portable equipment, be placed on<br />

the <strong>silo</strong> dome unless evaluated and approved in writing by Silos Project Engineering and<br />

within authorization <strong>of</strong> the TSR revision approved by DOE. Silos Project Engineering shall<br />

evaluate any components to be connected to the <strong>silo</strong> for live load and dead load, and<br />

determine when the component is no longer a live load.<br />

Finite element analysis <strong>of</strong> the <strong>silo</strong> has been performed to support the design <strong>of</strong> the<br />

concrete reinforcement at the location <strong>of</strong> the <strong>silo</strong> wall opening.<br />

"Critical lift" plans are to be developed for all lifting performed over the <strong>silo</strong> structure, and<br />

for lifts in which a potential exists to impact the <strong>silo</strong> structure. The definition <strong>of</strong> a "critical<br />

lift," as well as the requirements for critical lift plans, are contained in the FCP Hoist and<br />

Rigging Manual (FCP nd).<br />

1.5 SILO ENCLOSURE<br />

A fabric membrane structure will be cons ructed to completely en<br />

protection. The structure has the following features:<br />

. . *. .?. . ,<br />

< r : - : * I .<br />

5<br />

' \<br />

lose Silo 3 for weather<br />

5068<br />

000865

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