When challanged them with regards to the validity of the selection plus the load ability Nevertheless they have been not able to demonstrate they were enough. That they had not checked the pipe stresses induced to the pipe wall and in fact did not know how to do the calcs. We eventually needed to use FEA to have the shoes to pass the Code limits.
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In case There may be only a sizable longitudinal movement about the piping a T-bar cradle or double T-bar cradle guidance with/with out minimal friction slide plates may be used.
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My issue is the fact generally speaking designers use pipe shoes to pipework with out the necessary checks of your stresses induced during the pipewall. For trunnions then, Of course, both ASME III or even the "olde" Kellog ways are utilised but for many purpose stresses are usually not checked for pipe shoes. Typically there isn't any difficulty but on massive pipe sizes or high loads anxiety stages can exceed the Code restrictions.
This (big D/t ratio) gets an issue as methodologies other that beam theory style and design are essential to determine the utmost stresses at the support issue of attachment towards the pipe.
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Say the pipe wall will experience a uniform load together the stem of the T that can tend to bend the wall inwards (make an the wrong way up Valentine) for that length = the space between gussets. The gussets will act to limit that bending to just the size inbetween them (size with the T). I would at least go ahead and take pipe assistance load placed on a size of pipe equivalent into the size in the T, look at the pipe x-section and check a differential bit of pipe wall near the vicinity on the T's stem for blended stresses of radial force tension, hoop rigidity in the wall as well as the bending worry from the point load with the stem on the T performing around the ring, furthermore any axial load as well as the bending strain within the pipe's more info axial direction (within the pipe spans on either side from the help). Also add/subtract any pipe axial load because of temperature and/or pressure.
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