Piping-only model used to import and auto-combine with SAP2000 structural analysis model
Using Edit menu>Add from SAP2000 model, CSiPlant can import detailed SAP2000 structural models including load assignments, releases, and mass model definitions, and auto-connect with the piping model using 2-point pipe supports for combined nonlinear pipe/structure analysis to obtain more realistic reactions and stresses. CSiPlant keeps the same pipe support properties and labels when importing SAP2000 structural models, automatically converting 1-point pipe supports (connected to ground) into 2-point supports connected to frame elements. CSiPlant can import SAP2000 models from V21 to current version. User will be prompted to select the SAP2000 model which to import and auto-connect with the CSiPlant piping model. This will launch the SAP2000 model using the open application programming interface (OAPI).
Before the import is complete, 4 screens will appear. Depending on the version of the SAP2000 model, the first screen may displays display an UNIFHT function "error" which can safely be ignored since the UNIFHT is a power spectral density loading function which is not available in CSiPlant. The second screen in this example displays no errors but warnings which can also be ignored. CSiPlant does not yet have special rebar or tendon elements like SAP2000, and that triggers warning messages those discrepancies trigger warning messages even though the SAP2000 model did not contain any rebar or tendon elements, which is why they can be ignored.
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The third screen is usually the most important to pay attention to, especially the Auto-connect supports tab shown below. If coordinates match between the piping model and structural model, CSiPlant defaults usually work very well. The default -Z direction tells CSiPlant that the structure is underneath the pipe support locations. In cases such as rod hanger supports where the piping is supported from above, users should switch direction to +Z if most piping is supported from above, or if only a few are supported from above, go ahead and use the default -Z and then later come back and assign individual pipe supports to frame members above one-at-a time using Assign>Support connection procedure. The fourth and final import log screen has no errors and warnings which should be reviewed, but can usually be safely ignored.
Selected pipe support reactions from the combined model can be automatically exported back into the SAP2000 structural model, thereby saving time, confusion and errors associated with marked-up isometrics, spreadsheets, and other manual methods of communicating pipe support reactions from piping stress to the structural team. See Define menu>Support reaction export request to view options to selectively export by Load case, pipe section, Pipeline label, design request, and by support. CSiPlant can export individual load cases as well as load cases that include a combination of loads. After defining a support reactions export request and analyzing the model, in order to export pipe support reactions to SAP2000, go to Analyze menu>Export support reactions where you will be prompted to select the SAP2000 to which the support reactions will be exported.
Structural engineers typically model heavy equipment, cable trays and other objects with significant weight as gravity direction (-Z) load assignments using concentrated point loads and/or frame distributed loads. Those objects need to be considered not only as loads, but also as mass for static acceleration load calculations and for all dynamic analysis cases. CSiPlant offers the unique ability to selectively define “mass sources” which auto-converts selected gravity direction loads to mass in all 3 translational directions (X, Y, and Z).
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