DATA: An 8” NB Schedule 80 pipe (see Fig. 1A) connects two equipment at nodes 10 and. 30 with an offset of 4′ (i.e., equal to distance between nodes 20 and. Input File: PDS Neutral File .n). Output File: CAEPIPE Model File .mod). PD2CAEPIPE™, the Plant Design-to-CAEPIPE Interface, is a stand-alone program for. CPTOPSTM User’s Manual. MANUALS/CPTOPS/man1/doc1. Issue December, CAEPIPE-to-PIPESTRESS. CPTOPSTM. User’s Manual. Server Version 7.
|Published (Last):||17 April 2017|
|PDF File Size:||20.67 Mb|
|ePub File Size:||20.22 Mb|
|Price:||Free* [*Free Regsitration Required]|
The rotational stiffnesses and the friction torques are specified independently in the bendingand torsional directions. Bend radiusSeparate bend radii may be specified for the core and the jacket pipes. The local z-axis is the crossproduct of the local x and y-axes.
Friction is mathematically modeled by usingequivalent stiffnesses. Friction TorqueThe hinge joint will rotate only if the external torque exceeds the friction torque.
As theshown information is not editable here, to make changes to it, you need to go back to theLayout window and use the same command under the File menu. Calculate Hot LoadHot load is the load which balances the piping system under sustained loads. Its only purpose is to define thebend.
CAEPIPE Users Manual – [PDF Document]
Pipe Rack using Beams p. A list of beam sections is shown. Center of Gravity command is explained later in this section.
Editing in Graphics WindowClicking on an editable element or data item brings up the related dialog same as that yousee opened in the Layout window. The last set of commands is as before. When you select the Check bends command under the Misc menu, you get the followingmessage for this model. The valve additional weight is shown in the negative direction becauseof the caeppe. This modified model is again manua, and checked for yieldstage.
On the second line, type units for Abscissa X-axis and Ordinate Y-axis axes, separatedby a space.
SST Caepipe English version 7.0 fully functional pipe stress analysis software
The material name can be up to three alpha-numeric characters to identify the beammaterial. Tab to section column and type 4, then press Enter. A ball joint is input by typing “Ba” or “Ball” in the Type column or selecting Ball joint fromthe Element Types dialog.
This can be useful to create nodes for supports or applying forces at intermediate locations. For sharing the license information, client computer need to communicate with the server computer where the SST License Manger is installed.
This completes the hinge input. Axis directionThe hinge axis is specified by the “Axis direction. This can be easilydone. This gap must be closed before anyrestraint forces can be developed. Cases considered for analyses are sustained, operating and seismic. Live Project Models To test the functionality of the interface, 7 live analysis models with more complexity was chosen and transferred electronically using the interface.
Similarly for the other soil. Associate maanual soil type with a section to be used for the different portions. Can have two different servers mabual one InfoPlant product by splitting the number of users not applicable for single user and 5. If necessary, you can adjust the printer settings under the Printer tab to change the printfont and margins, and preview again. Notice that node 50 is now defined as part of the headerfrom node 10 to node SST License Manager is used as a security system for all InfoPlant products and hence user can have different servers in the same network environment for mznual InfoPlant products.
Model piping using the different sections for different portions of the model. Find direction cosines, if the line is at 40 deg. Enter material 1section 8load 1 and press Enter. The model conists of straight pipes, elbows, tees and flanges. GapIf there is a clearance between the pipe and the guide it may be entered as a Gap.
Preferences command has three tabs – Backup, Cae;ipe and Toolbar.
After successful registration of the service you will see a message shown in figure right below. Numericalintegration with short time cwepipe is used to calculate the response of the system. The constant support load is automaticallycalculated. In addition, the restraint line of action should be defined normal to the hinge axis.
For each function, you need to type a Name up to 31 characters on the first line, type timefollowed by a Value separated by a space on the following line. Cases considered for analysis are sustained, operating, seismic and wind.
There was a problem providing the content you requested
In addition to generating thermal stress ranges in the piping system, cyclic thermal loads impose loads on static and rotating equipment nozzles. Base Supported Bend using a BeamSee Example 7 in the Bend section for modeling a base supported bend using a beam onp. S1, associated with pipe section 12A: StiffnessThe stiffness may be rigid specified by typing the letter “r” in the stiffness fieldor somevalue or be left blank.