ML20148G391
| ML20148G391 | |
| Person / Time | |
|---|---|
| Site: | 07109193 |
| Issue date: | 03/31/1985 |
| From: | NUCLEAR ENERGY SERVICES, INC. |
| To: | |
| Shared Package | |
| ML20148G283 | List: |
| References | |
| NUDOCS 8801260493 | |
| Download: ML20148G391 (11) | |
Text
{{#Wiki_filter:.- t SAFETY ANALYSIS REPORT FOR MODEL NES-5 PACKAGE TO 10 CFR 71 TYPE B(U) PACKAGING REQUIREMENTS (REVISION 7) l SUBMITTED BY: 1 NUCLEAR ENERGY SERVICES, INC. j SHELTER ROCK ROAD 1 DANBURY, CT 06810 MARCH 1985 l l I t l 8801260493 880111 PDR ADOCK 07109193 I C pyg l
TABLE 2.3-1 Mechanical Properties of Materials Strength (ksi) . Thermal Grade Elastic Expansion or Temperature Yield Ultimate Allowable (Sm) Modulus Coefficient Material Type F (1) (2) (3) (x106 psi) (x10-6 in/in. (4)- (5) i ASTM-A240 Plate 70 20.0 28.3 i (Shells) 304 100 30.0 75.0 20.0 28.3 8.03 200 25.0 71.0 20.0 27.7 8.37 ASTM-A182 Forging F304 300 22.5 66.0 20.0 27.1 8.70 (Bolt Ring) 400 400 20.7 64.4 18.7 26.6 8.97 500 19.4 63.5 17.5 26.1 -9.23 ASTM-A479 Bar, 70 20.0 28.3 Round (Bosses & 304 100 30.0 75.0 20.0 28.3 8.03-Lid Lug) 200 25.0 71.0 20.0 27.7 8.37 300 22.5 66.0 20.0 27.1 8.70 400 20.7 64.4 18.7 26.6 8.97 m4 ASTM-A514 Plate 1 I8) I8I 29.9 6.07 (Tiedown Frame) B or H 70 100 110 ASTM-A414 Sheet 70 Impact Limiter C 100 30.0 35.0 13.7 29.9 6.07 Shell) 200 300 (8) (8) 400 ASTM-A354 Bolts BD 70 125 150 29.9 6.07 (Closure Bolts) (9)- (9) i SAE 3429 (3) ASTM B-29-79 70 5.0 10.0 2.3 2.0 16.4 -l (Lead Shielding) Dynamic (yield) (33 -212 F) Compres-sion Min (6) (6) (7) 1
The maximum load was found to be in Element No. 29 in the outer shelljust below the reinforcing ring. The maximum stress intensity is 19,006 psi. Considering that ten times the weight of the cask was assumed in the analysis, the f actor of safety is very large. 2.4.3.3 Lid Lif ting Lugs The maximum lif ting load exerted on the lid lifting lugs is based on: W 3725 (Wt. of Lid) = t 3725 + 4 (the weight carried by each of the 4 lugs) P = 931.3 lbs = 1. Tension in each lifting lug: P ot = 7A i ^ 3 (0.75)2 = 0.4418 in 2 4 at = 1,054 psi k 93I'3 = 2x0.4418 4 Safety Factor = 30,o0o = 23.46 ,g, g 2. Welding around lifting lug: 2 A nDteff = 3 (0.75) 0.707x2x4 = 0.8329 in eft = P 931.3 = 359.03 psi o = = M 2x0.3329 egg Safety Factor = 20200 = 36.1 559.03 2-15
O 3. 3/4"- 10 UNC Bolt: 2 Stress Area A = 0.334 in 9 = 1s3941 Psi s* 2x0.334 Safety Factor = 30,000 = 21.5 1,394.1 4. 6 3/4" x 2" x 3/4" Plate: Max. Moment = 931.3 (5.125-2.625 ) = 582 lbs-in Section Modulus = (2-0.875)(0
.1055 in 582 Max. Bending Stress
= 5,516.9 psi 0.1055 Safety Factor = 30,000 = 3,4 5,516.9 2.4.4 Tle-Downs The tie-down system for transporting the package is designed to the load conditions defined in 10 CFR 71.45. This load condition is defined as follows: ... The system shall be capable of withstanding, without generating stress in any material of the package in excess of its yleid strength, a static force applied to the center of gravity of the package having a vertical component of two times the weight of the package and its contents, a horizontal component along the direction in which the vehicle travels of 10 times the weight of the package with its contents and a horizontal component in the transverse direction of 5 times the weight of the package with its contents." The Model NES-5 Package has been provided with a tie-down frame which is integral with the top impact limiter (overpack). The tie-down lugs extend through pockets in the upper impact limiter which serve to surround each lug with an air space to accommodate failure or distortion of the lug. The impact limiters surround the package ends and are attached together by six (6) 1-3/8" diameter ratchet binders. These ratchet binders primarily carry inertial loads only because both end impact loads and tie-down loads are reacted by direct compression of the impact limiter and the integral tie-down frame upon the body of th6 package. 2-16 1
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