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This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable. The objective of this calculation is to perform the structural analysis of the Pipe Supports designed for Slurry and Supernate transfer pipe lines in order to meet the requirements of applicable ASME codes. The pipe support design loads are obtained from the piping stress calculations W320-27-I-4 and W320-27-I-5. These loads are the total summation of the gravity, pressure, thermal and seismic loads. Since standard typical designs are used for each type of pipe support such as Y-Stop, Guide and Anchors, each type of support is evaluated for the maximum loads to which this type of supports are subjected. These loads are obtained from the AutoPipe analysis and used to check the structural adequacy of these supports. | This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable. The objective of this calculation is to perform the structural analysis of the Pipe Supports designed for Slurry and Supernate transfer pipe lines in order to meet the requirements of applicable ASME codes. The pipe support design loads are obtained from the piping stress calculations W320-27-I-4 and W320-27-I-5. These loads are the total summation of the gravity, pressure, thermal and seismic loads. Since standard typical designs are used for each type of pipe support such as Y-Stop, Guide and Anchors, each type of support is evaluated for the maximum loads to which this type of supports are subjected. These loads are obtained from the AutoPipe analysis and used to check the structural adequacy of these supports. | ||
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* [https://digital.library.unt.edu/ark:/67531/metadc676427/m2/1/high_res_d/345004.pdf https://digital.library.unt.edu/ark:/67531/metadc676427/m2/1/high_res_d/345004.pdf] | * [https://digital.library.unt.edu/ark:/67531/metadc676427/m2/1/high_res_d/345004.pdf https://digital.library.unt.edu/ark:/67531/metadc676427/m2/1/high_res_d/345004.pdf] | ||
| − | * [https://digital.library.unt.edu/ark:/67531/metadc676427 | + | * [https://digital.library.unt.edu/ark:/67531/metadc676427 https://digital.library.unt.edu/ark:/67531/metadc676427], |
| + | : [https://digital.library.unt.edu/ark:/67531/metadc676427/m2/1/high_res_d/345004.pdf https://digital.library.unt.edu/ark:/67531/metadc676427/m2/1/high_res_d/345004.pdf], | ||
| + | : [https://academic.microsoft.com/#/detail/2917048279 https://academic.microsoft.com/#/detail/2917048279] | ||
Latest revision as of 12:37, 22 January 2021
Abstract
This supporting document has been prepared to make the FDNW calculations for Project W-320 readily retrievable. The objective of this calculation is to perform the structural analysis of the Pipe Supports designed for Slurry and Supernate transfer pipe lines in order to meet the requirements of applicable ASME codes. The pipe support design loads are obtained from the piping stress calculations W320-27-I-4 and W320-27-I-5. These loads are the total summation of the gravity, pressure, thermal and seismic loads. Since standard typical designs are used for each type of pipe support such as Y-Stop, Guide and Anchors, each type of support is evaluated for the maximum loads to which this type of supports are subjected. These loads are obtained from the AutoPipe analysis and used to check the structural adequacy of these supports.
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Document information
Published on 01/01/1998
Volume 1998, 1998
DOI: 10.2172/345004
Licence: CC BY-NC-SA license
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