ML20236N936

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Structural Calculation Rept for Rpv,Sg & Pzr Shipping Skids & Tiedowns
ML20236N936
Person / Time
Site: Saxton File:GPU Nuclear icon.png
Issue date: 03/19/1998
From: Paull R
External (Affiliation Not Assigned)
To:
Shared Package
ML20236N893 List:
References
NUDOCS 9807160066
Download: ML20236N936 (15)
v • d • e


Text

.-

O Attachment 6 Saxton Nuclear Experimental Corporation Facility Reactor Vessel Shipment Calculation Package I

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FR ANK W. HAKE, INC. contractors . Transporters 1500 Cnes:er Pr e Ecc<s: re Penns, Nan a 9:22. 2:

6 o e7E9292 Facsim 's ,610i B76 5902 SNEC DECOMMISSIONING PROJECT i

- 1 GPU NUCLEAR CORPORATION Saxton Nuclear Experimental Corporation Facility j Post Office Bcx 63 Saxton PA 1-814-635 3480 RAYTHEON NUCLEAR INCORPORATED 508 Carnegie Center Princeton, NJ 1 609-720-2000 STRUCTURAL CALCULATION REPORT FOR RPV, SG, & PZR SHIPPING SKIDS & TIEDOWNS N1 AfobeED +

PROFE SSioNAL $

3 3EE N M 3 Palu A.

ENGINEE

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Mnn.t Y

Prepared By PJP Jr PE issue Date 2/02/98 l C .I cc/st 2 doc Robert J. Paull, Jr. Page1of 1s ProfessionalEngineer - Civil / Structural

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SNEC DECOMMISSIONING Frank W Hake. Inc.

Structural Calculation Report Page 2 DRAWING REFERENCE LIST:

HAKE Dwg. 98H453-1. Rev 0. Dated 3/19/98 RPV Shipping Sk:d & Rail Tiedowns i HAKE Dwg. 98H453 2, Rev. O. Dated 3/19/98 RPV Road Transport HAKE Dwg. 98H453 3. Rev. O. Dated 3/19/98 RPV, SG, & PZR Tiedown Details HAKE Dwg. 98H453-4, Rev 0, Dated 3/19/98 SG Shipping Skid & Tiedowns HAKE Dwg, 98H453-5, Rev. O, Dated 3/19/98 PZR Shipping Skid & Tiedowns DESIGN CRITERIA:

Rail Tiedowns: Association of American Raaroads, Operations and Maintenance Depanment, Mechanical Division, Section No 1," General Rules Governing the Loading of Commodities On Open Top Cars", Revised Sept.1,1996.

Truck Tiedowns: ANSI N14.2," Proposed American National Standard, Tiedown for Tuck Transport of Radioactive Materials," Sept. 5,1996.

Steel Desian & Fabrication: AISC, Manual of Steel Construction, Allowable. Stress Design, Ninth Edition

^

Weldino: ANSI /AWS DI.1-88, Structural Welding Code - Steel.

TIEDOWN FORCES:

DIRECTION ANSI N14 2 AAR OPEN TOP RULES Longitudinal 1.5g 30g Lateral I5g 20g l Vertical 15g 20g l

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