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By C. Basavaraju P.E., William Saifung Sun P.E.

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The lumped masses are carefully located to adequately represent the dynamic properties of the piping system. com) Copyright © 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website. 8 Response spectrum curves. com) Copyright © 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website. 164 GENERIC DESIGN CONSIDERATIONS displacements, accelerations, forces, and moments for each point in the piping system.

Com) Copyright © 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website. 155 Approach Based on Available FEA Results For some commonly utilized configurations and sizes, FEA was performed and the results were compared with WRC-107 results. Reduction factors are supplied relative to WRC-107 results. See Ref. 24. Based on extensive finite element analysis studies of certain sizes, shapes, and configurations of attachments, the factors in the following tables are generated.

5 1992. ) 2. Stresses due to sustained loads. The sum of the longitudinal stresses due to pressure, weight, and other sustained external loading SL shall not exceed Sh. Where SL > Sh, the difference Sh - SL may be added to the term in parentheses in Eq. 32). 3. Stresses due to occasional loads. 33Sh. It is not necessary to consider wind and earthquake as occurring concurrently. com) Copyright © 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

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