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PDMS PARAGON Reference Manual

Version 11.6SP1

pdms1161/Paragon Reference Manual Issue 280605 www.cadfamily.com EMail:[email protected]

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PLEASE NOTE:

AVEVA Solutions has a policy of continuing product development: therefore, the information contained in this document may be subject to change without notice. AVEVA SOLUTIONS MAKES NO WARRANTY OF ANY KIND WITH REGARD TO THIS DOCUMENT, INCLUDING BUT NOT LIMITED TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. While every effort has been made to verify the accuracy of this document, AVEVA Solutions shall not be liable for errors contained herein or direct, indirect, special, incidental or consequential damages in connection with the furnishing, performance or use of this material.

This manual provides documentation relating to products to which you may not have access or which may not be licensed to you. For further information on which Products are licensed to you please refer to your licence conditions.

© Copyright 1991 through 2005 AVEVA Solutions Limited All rights reserved. No part of this document may be reproduced, stored in a retrieval system or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without prior written permission of AVEVA Solutions. The software programs described in this document are confidential information and proprietary products of AVEVA Solutions or its licensors.

For details of AVEVA's worldwide sales and support offices, see our website at http://www.aveva.com

AVEVA Solutions Ltd, High Cross, Madingley Road, Cambridge CB3 0HB, UK www.cadfamily.com EMail:[email protected]

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Revision History

Date Version Notes

Oct 03 11.5 Format change and minor text changes.

August 04 11.6 Miscellaneous updates for 11.6.

June 05 11.6.SP1 Minor changes and corrections.

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Revision History

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Contents

1 Introducing PARAGON..................................................................................1-1 1.1 What Does PARAGON Do? ........................................................................................ 1-1 1.2 About this Manual ........................................................................................................ 1-1

1.2.1 Manual Structure ........................................................................................... 1-2 2 Communicating with PARAGON ..................................................................2-1 2.1 Commands .................................................................................................................. 2-1

2.1.1 Command Description Format....................................................................... 2-1 2.1.2 Syntax Diagrams ........................................................................................... 2-1 2.1.3 Standard Command Tools............................................................................. 2-3

3 General PDMS Commands ...........................................................................3-1 3.1 Entering PARAGON .................................................................................................... 3-1 3.2 Leaving PARAGON ..................................................................................................... 3-1 3.3 Saving and Restoring the Current Display Status ....................................................... 3-1 3.4 Saving Work and Updating Databases........................................................................ 3-2 3.5 Exit from PARAGON without Saving Changes............................................................ 3-2 3.6 Saving the Alpha Readout to File ................................................................................ 3-3 3.7 Audible Error Trace...................................................................................................... 3-4 3.8 Switching Text Output Off............................................................................................ 3-4 3.9 Defining Colours .......................................................................................................... 3-5 4 The Catalogue Database ...............................................................................4-1 4.1 What is the Catalogue For? ......................................................................................... 4-1 4.2 Principal Features of the Catalogue Database ............................................................ 4-1 4.3 Structure of the Catalogue Database .......................................................................... 4-2 4.4 Catalogue (CATA) ....................................................................................................... 4-4 4.5 Catalogue Sections (SECT and STSEC) and Categories (CATE and STCA)............ 4-4

4.5.1 Elements Used in Both Types of Catalogue Section/Category ..................... 4-6 4.5.2 Elements Used in Piping Sections/Categories .............................................. 4-6 4.5.3 Elements Used in Structural Sections/Categories ......................................... 4-6

4.6 Text (TEXT) ................................................................................................................. 4-7 4.7 Parameters .................................................................................................................. 4-8

4.7.1 Component Parameters................................................................................. 4-8 4.7.2 Insulation Parameters.................................................................................... 4-8 4.7.3 Structural Parameters.................................................................................... 4-9 4.7.4 Design DB Parameters ................................................................................ 4-10

4.8 Catalogue Components ............................................................................................. 4-11 4.8.1 Piping Component (COMP; SCOM) ............................................................ 4-12 4.8.2 Profile (PROF; SPRF).................................................................................. 4-13 4.8.3 Joint (JOIN; SJOI)........................................................................................ 4-13 4.8.4 Fitting (FITT; SFIT) ...................................................................................... 4-14

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Contents

5 Navigating in the Catalogue Database Hierarchy .......................................5-1 5.1 Accessing a Catalogue Element on the Screen .......................................................... 5-1 5.2 Accessing a Catalogue Element by Name .................................................................. 5-1 5.3 Accessing an Element by Reference Number ............................................................. 5-1 5.4 Going to the Previously Accessed Element................................................................. 5-2 5.5 Ascending the Catalogue Hierarchy ............................................................................ 5-2 5.6 Accessing an Element via a Reference Pointer........................................................... 5-3 5.7 Other Navigation Commands ...................................................................................... 5-3 6 Component Design and Representation .....................................................6-1 6.1 Component Design...................................................................................................... 6-1 6.2 P-point and P-line Representation............................................................................... 6-2

6.2.1 P-points.......................................................................................................... 6-2 6.2.2 P-lines............................................................................................................ 6-4

6.3 Geomset Primitive Representation .............................................................................. 6-6 6.4 Reference Section ..................................................................................................... 6-16

6.4.1 Model Settings ............................................................................................. 6-17 6.4.2 Setting Representation for Piping Components........................................... 6-20 6.4.3 Setting Profile Representation for Steelwork ............................................... 6-21 6.4.4 Setting Level Representation....................................................................... 6-22 6.4.5 Setting Obstruction and Insulation Representation ..................................... 6-23 6.4.6 Setting P-Point Representation ................................................................... 6-24 6.4.7 Setting P-Line Representation..................................................................... 6-25 6.4.8 The Full REPRESENTATION Syntax.......................................................... 6-26

7 Pointsets and Geomsets...............................................................................7-1 7.1 3D Pointsets (PTSET) ................................................................................................. 7-1

7.1.1 Axial P-point (PTAXI)..................................................................................... 7-2 7.1.2 Cartesian P-point (PTCAR) ........................................................................... 7-3 7.1.3 Mixed Type P-point (PTMIX) ......................................................................... 7-3 7.1.4 Position Type P-point (PTPOS) ..................................................................... 7-3

7.2 Structural Pointsets (PTSSET) .................................................................................... 7-4 7.3 3D Geomsets (GMSET)............................................................................................... 7-6 7.4 3D Geomset Primitives ................................................................................................ 7-7

7.4.1 Box (SBOX) ................................................................................................... 7-8 7.4.2 Boxing (BOXI)................................................................................................ 7-8 7.4.3 Cone (SCON) .............................................................................................. 7-10 7.4.4 Cylinder (LCYL) ........................................................................................... 7-11 7.4.5 Cylinder (SCYL)........................................................................................... 7-12 7.4.6 Slope-Bottomed Cylinder (SSLC) ................................................................ 7-13 7.4.7 Disc (SDIS) .................................................................................................. 7-14 7.4.8 Dish (SDSH) ................................................................................................ 7-15 7.4.9 Line (LINE)................................................................................................... 7-16 7.4.10 Line (SLINE) ................................................................................................ 7-16 7.4.11 Pyramid (LPYR)........................................................................................... 7-17 7.4.12 Circular Torus (SCTO)................................................................................. 7-18 7.4.13 Rectangular Torus (SRTO).......................................................................... 7-19 7.4.14 Snout (LSNO) .............................................................................................. 7-20 7.4.15 Sphere (SSPH) ............................................................................................ 7-21 7.4.16 Tube (TUBE)................................................................................................ 7-22 7.4.17 User-defined Extrusion (SEXT) ................................................................... 7-23 7.4.18 Solid of Revolution (SREV).......................................................................... 7-24

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Contents

7.5 Negative 3D Geomsets (NGMSET) and Negative Primitives .................................... 7-25 7.6 Structural Geomsets (GMSSET) ............................................................................... 7-26 7.7 Structural Geomset Primitives ................................................................................... 7-27

7.7.1 Structural Rectangle (SREC)....................................................................... 7-28 7.7.2 Structural Annulus (SANN) .......................................................................... 7-29 7.7.3 Structural Profile (SPRO)............................................................................. 7-30

8 Manipulating the Catalogue Database .........................................................8-1 8.1 Basic Element Operation Commands.......................................................................... 8-1 8.2 Creating Catalogues, Sections and Catalogue Components ...................................... 8-2 8.3 Using Parameters ........................................................................................................ 8-4

8.3.1 Introduction .................................................................................................... 8-4 8.3.2 Expressions Using Parameters ..................................................................... 8-5

8.4 Examples of Parameterisation..................................................................................... 8-6 8.5 Constructing 3D Pointsets ......................................................................................... 8-10

8.5.1 Example of Defining a 3D Pointset .............................................................. 8-13 8.5.2 Defining an Axis........................................................................................... 8-13 8.5.3 Defining a Distance...................................................................................... 8-14 8.5.4 Defining an Explicit Position ........................................................................ 8-15 8.5.5 Defining a Direction ..................................................................................... 8-15 8.5.6 Defining Connection, Bore and Number ...................................................... 8-15 8.5.7 Controlling the Appearance ......................................................................... 8-16 8.5.8 Specifying Pipe End Conditions for use by ISODRAFT............................... 8-16

8.6 Constructing Structural Pointsets .............................................................................. 8-17 8.6.1 Example of Defining a Structural Pointset ................................................... 8-17 8.6.2 The Neutral Axis Reference......................................................................... 8-17 8.6.3 Defining an Axis........................................................................................... 8-18 8.6.4 Defining a Position....................................................................................... 8-19 8.6.5 Defining a Key ............................................................................................. 8-19 8.6.6 Controlling the Appearance ......................................................................... 8-19

8.7 Constructing 3D Geomsets........................................................................................ 8-19 8.8 Constructing Structural Geomsets............................................................................. 8-22 8.9 Reference Section ..................................................................................................... 8-23

8.9.1 Parameter-Controlled Attributes .................................................................. 8-23 8.9.2 Axial Attributes............................................................................................. 8-23

9 Other Uses of PARAGON..............................................................................9-1 9.1 Detailing Text............................................................................................................... 9-1 9.2 Material Text ................................................................................................................ 9-2 9.3 Connection Compatibility Tables ................................................................................. 9-2 9.4 Bolting Tables .............................................................................................................. 9-3 9.5 Unit Types.................................................................................................................... 9-4

9.5.1 Use of Units ................................................................................................... 9-6 9.6 General Text Elements ................................................................................................ 9-8 9.7 User-defined Nominal Dimensions .............................................................................. 9-8 10 Datasets........................................................................................................10-1 10.1 Attributes of DATA Elements ..................................................................................... 10-1 10.2 Querying Properties in DESIGN ................................................................................ 10-2 10.3 Real Properties of P-points, P-Lines and Geomsets ................................................. 10-3

10.3.1 Default Values ............................................................................................. 10-3 10.3.2 Querying ...................................................................................................... 10-4

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Contents

11 Checking Catalogue Database Consistency .............................................11-1 11.1 Initiating a Standard Data Consistency Check .......................................................... 11-1 11.2 What the Checking Facility Does............................................................................... 11-1 11.3 Controlling the Detailed Checking Procedure............................................................ 11-2 11.4 Error Messages ......................................................................................................... 11-3 A. P-point Conventions for Piping Components ............................................ A-1

B. Setting Up a Catalogue ................................................................................ B-1 B.1 Naming Conventions ...................................................................................................B-1 B.2 Example Connection Type Codes ...............................................................................B-1 B.3 The Connection Compatibility Table............................................................................B-4 C. Construction of Typical Piping Components............................................. C-1

D. Summary of Element Types......................................................................... D-1 D.1 Glossary...................................................................................................................... D-1 D.2 Functional Groups ...................................................................................................... D-5 Index...................................................................................................................indexi

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1 Introducing PARAGON

1.1 What Does PARAGON Do?

PARAGON enables you to generate or modify a PDMS Catalogue, with facilities for constructing Catalogue Components under fully interactive visual control, including 3D colour-shaded representations of the items being designed. PARAGON combines aspects of both catalogue creation and model design functionality within a single module. This means that a catalogue designer not only has write access to a project’s Catalogue databases, but may also read data from the Design databases. If given write access, the catalogue designer could also experiment with new catalogue component configurations in a trial design database. This approach simplifies catalogue maintenance and design. Similarly, it is often useful for a plant design engineer to have access to the Catalogue to query details of specific components. PARAGON has a Graphical User Interface consisting of forms and menus. The interface provides access to the most commonly used facilities. To enter direct command syntax, use the Display>Command Line menu option to open a special window which accepts command inputs and displays system outputs. Full details of using PARAGON’s menus and forms are given in the on-line help, and how to design your own graphical user interface is explained in the Plant Design Software Customisation Guide.

1.2 About this Manual

This document is a Reference Manual for PARAGON. It describes all of the PARAGON keyboard-entered commands in detail. If you need information on how to use PARAGON to carry out the principal Catalogue design activities with minimal use of the keyboard, by using the graphical Forms and Menus interface, refer to the on-line help for the PARAGON applications. It is assumed that you have attended a PDMS training course and are familiar with the basic concepts underlying the use of PDMS. NOTE: The PARAGON and DESIGN modules share a common command syntax, but

differ in that PARAGON operates on a Catalogue database while DESIGN operates on a Design database. Only the Catalogue construction commands are explained in this manual; for details of commands for 3D design work, see the PDMS DESIGN Reference Manual.

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Introducing PARAGON

1.2.1 Manual Structure

• Chapter 2 describes how to enter commands and the notation used to describe commands.

• Chapter 3 describes how to enter and leave PARAGON and explains some general facilities.

• Chapter 4 gives details of the Catalogue database hierarchy and the ways in which its constituent elements are defined.

• Chapter 5 describes the ways in which you can navigate to any given element within the Catalogue database.

• Chapter 6 introduces the principles of catalogue component design and their representation in graphical displays.

• Chapter 7 gives details of the various types of point set (p-points and p-lines) and geometry sets (positive and negative 3D and 2D primitives) which are used in the design of catalogue components.

• Chapter 8 explains the procedures for defining the various types of element which represent the design components within the Catalogue database.

• Chapter 9 describes how to use PARAGON to define descriptive texts, connection compatibility tables, bolting tables and units of measurement associated with the catalogue components.

• Chapter 10 explains the concept of datasets, used to store catalogue data which needs to be queried from DESIGN or DRAFT and which is not accessible by other means.

• Chapter 11 describes how you can check the Catalogue database for inconsistencies from within PARAGON, so that errors can be corrected before the data is used a design.

• Appendix A summarises some p-point conventions which should be followed to ensure the correct functioning of ISODRAFT.

• Appendix B explains the advantages of using logical naming conventions to ensure reliable cross-referencing and the correct functioning of ISODRAFT.

• Appendix C lists some sample macros for the design of typical piping components in the Catalogue database.

• Appendix D contains a glossary of the element types relevant in PARAGON, grouped according to their function.

• The manual concludes with an Index.

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2 Communicating with PARAGON

2.1 Commands

This section describes the conventions used in this manual to describe commands to be typed in from the keyboard. The description of each command follows a standard format which is designed to allow the basic attributes of a command to be interpreted easily. To get the best out of this manual, you are strongly urged to read this section thoroughly.

2.1.1 Command Description Format

Once you have located the required command in this manual, you will find that it is described in a standard format. This format is described below. • Title (e.g. Setting Level Representation)

• Keywords This is a list of those PARAGON command words which are the prime constituents of the command syntax which carries out the given function.

• Description This is a brief description of the use of the command.

• Example(s) These are examples of typical command lines that show the effect of the principal options. Special notes on the behaviour of the command in specific conditions are given here.

• Command Syntax This shows the actual command with its possible options. The notation used for commands is described below (Section 2.1.2).

• Querying The relevant querying options are listed.

2.1.2 Syntax Diagrams

The commands described in this manual have their legal command and interrogation options presented in the form of syntax diagrams. These diagrams formalise the precise command sequences which may be used and are intended to supplement the explanations given in the appropriate sections of the manual. The following conventions apply to syntax diagrams: • All diagrams have abbreviated names. Such names are composed of lowercase

letters enclosed in angled brackets, e.g. <expres>. These short names, which are

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Communicating with PARAGON

used for cross-referencing purposes in the text and within other syntax diagrams, are supplemented by fuller descriptions where they are not self-explanatory.

• Commands to be input from the terminal are shown in a combination of uppercase and lowercase letters. In general, these commands can be abbreviated; the capital letters indicate the minimum permissible abbreviation.

NOTE: This convention does not mean that the second part of the command must be typed in lowercase letters; commands may be entered in any combination of uppercase and lowercase letters.

For example, the command DEFault

may be input in any of the following forms: DEF DEFA DEFAU DEFAUL DEFAULT

Commands shown wholly in uppercase letters cannot be abbreviated. • Syntax diagrams are generally read from top left to bottom right.

• Points marked with a plus sign (+) are option junctions which allow you to input any one of the commands to the right of the junction. Thus

>---+--- ABC -----. | | |--- PQR -----| | | |--- <dia> ---| | | ‘-------------+--->

means you may type in ABC or PQR or any command allowed by the syntax given in diagram <dia> or just press Enter/Return to get the default option. • Points marked with an asterisk (*) are loop-back junctions. Command options

following these may be repeated as required. Thus

.------<------. / | >---*--- option1 ---| | | |--- option2 ---| | | ‘--- option3 ---+--->

permits any combination of option1 and/or option2 and/or option3 (each separated by at least one space) to be used. The ‘options’ may define commands, other syntax

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Communicating with PARAGON

diagrams, or command arguments). The loop-back construction may form an exception to the rule of reading from top left to bottom right. The simplified format

.----<-----. / | >---*--- name ---+--->

means that you may type in a list of PDMS names, separated by at least one space.

2.1.3 Standard Command Tools

Command Tool is a generic term covering command arguments (or atoms) and command parts. Both classes of command tool fit into ordinary commands and provide different ways of stating a particular requirement. Command tools may be PDMS-wide or module-specific. This section describes the standard Command Tools that may be used in PARAGON. They may be one of the following: • Standard Command Tools - which fit into ordinary commands

• External Macro Facilities - which can be used in a stored macro file and which control the behaviour of the macro when it is executed

• Standard Concepts - which apply globally within PARAGON

Some of the main command tools (or the PARAGON variations of them) summarised for convenience:

Command Arguments

Command arguments are also called atoms because they cannot be broken down any further. They are individual units which PARAGON can recognise as constituents of a complete command. They usually need to be separated by spaces so that they are individually distinguishable. Command arguments are distinguished from the other command parts by being written in lower case italics. The principal command arguments are:

integer a positive or negative whole number, e.g. 2 -5 25

value a signed number with or without a decimal point, e.g. 2.5 5 -3.8

letter a single alphabetic character

word a sequence of up to four letters with significance to PDMS

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Communicating with PARAGON

text a string of alphanumeric or symbol characters, which may include spaces, enclosed between single closing quotation marks ’...’ or |...| characters. This is normally used to add descriptive material to an appropriate attribute. For example, DUTY ’Low Pressure’. (Note that paired quotation marks ‘...’ will not work.)

space the space bar (not usually specified unless of special significance)

name a sequence of characters preceded by a / character and representing a PDMS Element name, e.g. /VALVE1.

filename an external file name of the format /filename

varid an identifier (for use with the VARIABLE command within macros) of the format !name, where ‘name’ is a text string. For example: !COUNTER !height

comma the , character, which can be used to concatenate PARAGON commands; for example: NEW UNIT, BUNI INCH, DUNI FINC

plus minus the +, -, * and / characters, which can be used within star solid expressions, for example: (1 + 2), (1 - 2), (1 * 2), (1 / 2) (Note that there must be a space before and after each of these command arguments.)

Command Parts

Command parts are subsets of the general command syntax which are used frequently within other command sequences. The following command parts are summarised here: Expressions Any mathematical, logical or alphabetical expression whose result replaces it in the command syntax. Dimensions A physical dimension entered using default or explicit units. Catalogue Element Types A word used to represent a specific type of element in the Catalogue database hierarchy. Element Identifiers Methods for specifying which database element you want your next commend to act upon. Cursor-picking Identifier (<sgid>) This command part defines the most general method of identifying an Element. The command is completed by picking an element using the cursor in a graphical view.

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Communicating with PARAGON

Expressions (<eval>)

If a value given within a command needs to be calculated from other known values, you can enter an expression from which the required result is to be evaluated by PARAGON as it executes the command. Such an expression must be enclosed between parentheses (...) to identify where it begins and ends. Full details of the expression syntax are given in the Plant Design Software Customisation Guide and Plant Design Software Customisation Reference Manual, and are also available as on–line help.

Dimensions (<uval>)

Once the working units have been specified, all dimensions input subsequently will be assumed to be in those units unless you override them. (Note that these are simply specific examples of the use of ‘real’ expressions. You can include explicit units of measurement when entering a value in any expression.) Examples

5 5 in current working units 5.5 EX 3 5500 in current working units 5.3/4 5.75 in current working units 5’ 5 feet (only use when working units are FINCH) 5’6 5 feet 6 inches (only use when working units are FINCH) 5’6.3/4 5 feet 6.75 inches (only use when working units are FINCH) 5 INCHES 5 inches (regardless of current working units) 5 M 5 metres (regardless of current working units) 5’6.3/4 IN 5 feet 6.75 inches (regardless of current working units)

NOTE: On output, values are rounded by default as follows: • millimetres to the nearest millimetre • inches to the nearest 1/32 or 0.1 inch.

However, rounding on output may be controlled by using the PRECISION command. Within PARAGON, values are stored as accurately as the host computer will allow.

Catalogue Element Types (<snoun>)

This command part refers to an element type in the Catalogue hierarchy. Catalogue administrative elements:

WORLd CATAlogue SECTion STSEction CATEgory STCAtegory TEXT

Piping Components: SCOMponent COMPonent number

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Profile Components: SPRFile PROFile number

Joint Components: SJOInt JOINt number

Fitting Components: SFITting (NOTE: FITTing number is not a valid option)

3D Geomset elements: GMSEt SBOX SDIsc SDIsk SCOne LSNout SDSH BOXIng SSLCylinder SSPHere LCYLinder SCYLinder LINes SCTorus SREVolution SRTorus TUBe LPYRamid SEXTrusion SLOOp SVERtex

Negative 3D Geomset elements: NGMSet NSBOx NSCOne NLSNout NSDSh NSSLcylinder NSSPhere NLCYlinder NSCYlinder NSCTorus NSREvolution NSRTorus NLPYramid NSEXtrusion SLOOp SVERtex

Structural Geomset elements: GMSSet SRECtangle SANNulus SPROfile SPVErtex

3D Pointset elements: PTSEt PTAXi PTCAr PTMIx

Structural Pointset elements: PTSSet PLINe

Dataset elements: DTSEt DATA

Detailing Text elements: SDTExt DTEXt number

Material Text elements: SMTExt MTEXt number

Bolt Table elements: BLTAble BLISt SBOLt LTABle MBOLt MBLIst DTABle

Connection Table elements: CCTAble COCO

Units elements: UNIT MSET MTYPe ATLIst USECtion UDEFinition

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Communicating with PARAGON

Group World elements: GPWL GROUp

Specification World elements (see the PDMS SPECON Reference Manual): SPWL SPECi SELEc SPCOm

Specific Element Identifier (<gid>)

This command part identifies a specific element either explicitly or by reference to its relative position in the database hierarchy. Examples

/VALVE10 Named catalogue element SAME Previous element accessed OWN Owner of Current Element NEXT 2 2nd element in member list order at same level 4 4th member of Current Element LAST 3 MEM 3rd last member of Current Element END Next element up in hierarchy SECT Section above Current Element CATE 3 3rd Category

Cursor-picking Identifier (<sgid>)

This command part defines the most general method of identifying an Element. The command is completed by picking an element using the cursor in a graphical view. Examples

ID @ Lowest level element hit by cursor ID SBOX @ Box primitive hit by cursor ID SCOM @ Piping Component hit by cursor

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Communicating with PARAGON

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3 General PDMS Commands

The commands in this chapter are available throughout PDMS.

3.1 Entering PARAGON

Keyword: PARAGON

Description: This command is available throughout PDMS, allowing PARAGON to be accessed at any time.

3.2 Leaving PARAGON

At any point during a PARAGON session, you can elect to leave PARAGON and enter another module of PDMS. This is simply a matter of inputting the name of the module to be accessed. At this point, PARAGON will automatically save the results of the working session and change to the new module. However, all graphical displays, forms and menus will need to be redefined at the beginning of the next session. In order to avoid having to redefine a view and screen layout, it is possible to save the current status of a working session by use of the RECREATE command.

3.3 Saving and Restoring the Current Display Status

Keyword: RECREATE INSTALL

Description: If the intention is to leave PARAGON for a short period only this facility allows the display definition and status (including the full forms and menus set) to be saved, for restoration later.

NOTE: Forms resized or moved using the cursor will be INSTALLed to their original size.

Examples: RECREATE /PARA1 - saves the display status in file /PARA1 RECREATE /PARA1 OVER - as above, but an existing file /PARA1 is overwritten RECRE DISPLAY /PARA1 - saves nodal settings, e.g. units, representation etc. Read back in using $M/name INSTALL SETUP /PARA1 - restores the display definition stored in file /PARA1

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General PDMS Commands

Command Syntax:

>-- RECReate --+-- DISPlay --. | | ‘-------------+-- name --+-- OVERwrite --. | | ‘---------------+-->

>-- INSTALL SETUP name -->

3.4 Saving Work and Updating Databases

Keyword: SAVEWORK GETWORK

Description: These two commands are complementary. SAVEWORK lets you update the databases to incorporate any changes you have made during your current PARAGON session (since your last SAVEWORK). GETWORK lets you refresh your view of all READ or Multiwrite databases to pick up any changes that others may have made since you first opened them.

Both commands can be restricted to specific databases within the current MDB by following them with a list of numbers. These numbers represent specific databases in the order they appear in the output of the STATUS command, which may be given in MONITOR or in the MDB mode of any GUI module. If no database numbers are given, then the commands apply to the whole MDB.

It is good practice to use SAVEWORK frequently, to ensure maximum data security. However, it should only be necessary to use GETWORK when there are specific changes that you wish to pick up (in which case it is likely that you will know which databases you will actually want to refresh). GETWORK slows subsequent database access because the information has to be re-read from disk, and should be avoided unless you really need to use it.

GETWORK automatically updates all volume views to reflect any changes in shared databases.

3.5 Exit from PARAGON without Saving Changes

Keyword: QUIT FINISH

Description: This command exits from PARAGON without saving any changes or the display setup. QUIT has the effect of deleting any changes made since the last SAVEWORK, module change or MDB change.

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General PDMS Commands

Examples: QUIT Exit from PARAGON (to MONITOR module) QUIT DESIGN Exit from PARAGON to DESIGN module QUIT FINISH Exit from PARAGON and from PDMS (returns to operating system)

Command Syntax:

>-- QUIT --+-- modulename --. | | |-- FINish ------| | | ‘----------------+-->

3.6 Saving the Alpha Readout to File

Keywords: ALPHA LOG ALPHA FILE

Description: This facility lets you save the alpha display information to a text file in the computer operating system. Two types of output are available, depending on the command used.

ALPHA LOG enables the contents of either or both of the COMMANDS and REQUESTS alpha regions to be written to a file.

ALPHA FILE enables the contents of the REQUESTS region only to be written to file.

The ALPHA LOG/ ALPHA FILE facilities may be used to save data or as a general output facility.

NOTE: After an ALPHA file has been opened, subsequent output will be directed to both the file and the screen until the file is closed, or until you change to another PDMS module.

Examples: ALP LOG /LF1 COMMANDS - log information displayed in the COMMANDS region in file /LF1 ALP LOG /LF1 OVER COMM - as above, but overwrite existing file /LF1 ALP LOG /LF2 - log information displayed in both alpha regions in file /LF2 ALP FILE /LF2 - log information displayed in REQUESTS region only ALP LOG END - finish logging information ALP FILE END

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Command Syntax:

>-- ALPha --+-- LOG --+-- name --+-- OVERwrite --. | | | | | | |-- APPend -----| | | | | | | ‘---------------+-- COMMands --. | ‘-- END --> | | | |-- REQuests --| | | | | ‘--------------+--> | ‘-- FILE --+-- name --+-- OVERwrite --. | | | | |-- APPend -----| | | | | ‘---------------+--> ‘-- END -->

3.7 Audible Error Trace

Keywords: ALARM

Description: When a macro error occurs, there is an audible alarm at the workstation to signal that the error has occurred. Occasionally, macro errors can be anticipated and no audible warning is required. This command allows the audible warning to be switched on or off either interactively or via a macro.

If the audible warning is ON, it will sound whenever an error alert is displayed.

Examples: ALARM ON - Switches the audible tone on (this is the default).

ALARM OFF - Suppresses the audible tone until it is turned on again.

Command Syntax:

>-- ALARM --+-- ON ---. | | ‘-- OFF --+-->

3.8 Switching Text Output Off

Keywords: TRACE

Description: This command, applicable in TTY mode only, controls the automatic output of the Current Element name and attributes. With Trace set to

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ON, the attributes display is automatically updated for each element accessed. With Trace set to OFF, the attribute display is not changed. When macros are being run, TRACE is always set to OFF automatically.

Examples: TRACE OFF Stops the automatic output of attribute data.

TRACE ON Restarts automatic output of Current Element name and attributes.

Command Syntax:

>-- TRAce --+-- ON ---. | | ‘-- OFF --+-->

3.9 Defining Colours

Keywords: COLOUR ACTIVE CE VISIBLE AIDS

Description: These commands allow colours to be defined so that the status of different types of item in the display may be distinguished by means of colour. The colours used have default settings, but these may be redefined.

The colours may be assigned by using the COLOUR command to define the Red-Green-Blue mix for a colour number or to assign a predefined colour mix by name. PARAGON allows the use of 100 user-definable colours, plus some specific ones which are assigned to items which need to be readily distinguishable in the display.

Definitions: • The Active colour is used for the catalogue component being worked on (the

significant element, e.g. ELBO, VALV). If the current element is a geometric primitive, the active colour is used for all primitives owned by the significant element except the current primitive.

• The CE colour is used for the element currently being accessed (i.e. the element highlighted in the Members list). This may be either a primitive or a significant element.

• The Visible colour is used for any element in the display other than those to which the active or CE colours apply.

• The Active and Visible elements together constitute the Draw List.

The predefined colour mixes which you may specify by name are as follows:

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Colour Red Green Blue black 0 0 0 white 100 100 100 whitesmoke 96 96 96 ivory 93 93 88 grey 66 66 66 lightgrey 75 75 75 darkgrey 32 55 55 darkslate 18 31 31 red 80 0 0 brightred 100 0 0 coralred 80 36 27 tomato 100 39 28 plum 55 40 55 deeppink 93 7 54 pink 80 57 62 salmon 98 50 44 orange 93 60 0 brightorange 100 65 0 orangered 100 50 0 maroon 56 14 42 yellow 80 80 0 gold 93 79 20 lightyellow 93 93 82 lightgold 93 91 67 yellowgreen 60 80 20 springgreen 0 100 50 green 0 80 0 forestgreen 14 56 14 darkgreen 18 31 18 cyan 0 93 93 turquoise 0 75 80 aquamarine 46 93 78 blue 0 0 80 royalblue 28 46 100 navyblue 0 0 50 powderblue 69 88 90 midnight 18 18 31 steelblue 28 51 71 indigo 20 0 40 mauve 40 0 60 violet 93 51 93 magenta 87 0 87

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Colour Red Green Blue beige 96 96 86 wheat 96 87 70 tan 86 58 44 sandybrown 96 65 37 brown 80 17 17 khaki 62 62 37 chocolate 93 46 13 darkbrown 55 27 8

The default colour assignments are:

Colour No Colour Current element yellow Visible elements lightgrey 1 grey 2 red 3 orange 4 yellow 5 green 6 cyan 7 blue 8 violet 9 brown 10 white 11 pink 12 mauve 13 turquoise 14 indigo 15 black 16 magenta

Examples: COL 5 DARKGREEN Colour 5 will be changed to dark

green COL 3 MIX RED 50 GRE 50 BLU 5 Colour 3 will change to the specified

mix of red, green and blue COL VISIBLE BRIGHTRED Sets the colour for displaying

components to bright red NOTE: When colours are mixed in their Red, Green and Blue constituents, the

command line must contain values for all three constituents in the correct order. The numbers entered for the relative proportions of the basic colours must each be in the range 0-100, but they are not percentages of the overall colour and so do not need to add up to 100.

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General PDMS Commands

Command Syntax:

>-- COLour -+- integer -. | | |- ACTIVE --| | | |- CE ------| | | ‘- VISIble -+- colour_name --> | ‘- MIX RED integer GREen integer BLUe integer -->

where colour_name is the name of any of the predefined colour mixes listed above.

Querying:

>-- Q COLour --+-- integer -----. | | |-- ACTIVE ------| | | |-- CE ----------| | | ‘-- VISIble -----+-->

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4 The Catalogue Database

This chapter details the structure of the PDMS Catalogue database. Note that words of four or five uppercase characters which appear in this chapter (for example, CATA, BLTA, SPREF) are PDMS element names. When an element’s member list is queried in PDMS, each element type will be displayed as a four-character name. Five or six characters are occasionally used in this chapter where this gives a ‘PDMS’ name which is closer to the element’s ‘English’ name, for example SPREF (instead of SPRE) for Specification Reference.

4.1 What is the Catalogue For?

The Catalogue in PDMS serves a purpose similar to a parts catalogue to which a pipework designer or structure designer would refer when using ‘conventional’ design methods. It contains details of all available components (piping and structural), including their dimensions, geometry and drawing symbols. Whereas the conventional parts catalogue is a book held in the Design Office, the PDMS Catalogue is a database held on the computer.

4.2 Principal Features of the Catalogue Database

If a new Catalogue database (DB) is required, PARAGON can be used to construct it - see Chapter 8 for details of creating and manipulating a Catalogue DB using PARAGON. The Catalogue data is held according to a strict hierarchy which is similar in form to that of the Design data. When a Component is selected by the designer using DESIGN, a Specification Reference (SPREF) is identified and held in the Design database. The SPREF points to a Specification Component (SPCOM) in the Specification. This in turn points to a Catalogue Component (SCOM, SPRF, SJOI, SFIT, etc.) in the Catalogue (see Figure 4-1). Whereas the Design data is specific to a particular design, Catalogues and Specifications may be specific to a company but general to a number of projects in that company. For example, the same Catalogue Component may be referred to many times in a particular design and may also appear in other design projects proceeding at the same time. Catalogues are usually built up as a library of catalogue macros. A selection of these macros can then be used to build up a project-specific Catalogue database containing only those Components which might be used on that project.

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The Catalogue Database

Design Element

Catalogue Component

Detailing Text Elements

Spec Component

SPREFCATREF

DETAI

Design Specification Catalogue

Figure 4-1 Interrelationship between Design Data, Catalogue and Specifications

4.3 Structure of the Catalogue Database

Catalogues are constructed as a hierarchy of elements. Each element has certain attributes and some may contain further member elements. The complete Catalogue hierarchy is shown in Figure 4-2. Note that in any discussion of attributes which may appear in the rest of this chapter, the ‘standard’ attributes of TYPE, NAME, OWNER and LOCK will not be mentioned, as these are common to all the elements described below. In addition, user-defined attributes (UDAs) may be used with Catalogue database elements - see the LEXICON Reference Manual for details.

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The Catalogue Database

WORLD

CATA GPWLBLTACCTA SPWLUNIT

SECT STSE

COCO

SCOMGMSE

PTSE DTEXMTEX

CATE

SBOXBOXILSNO

SSPHLCYLSCYLSSLC

SDIS

SCTOSRTO

LINE

TUBE

SDSH

LPYR

PTCAPTAXPTMI

SPRF GMSS PTSSSDTE

SMTE

STCA

SJOISFIT GMSE PTSE

PTCAPTAXPTMI

SBOXBOXILSNO

SSPHLCYLSCYLSSLC

SDIS

SCTOSRTO

LINE

TUBE

SDSH

LPYR

PLINSRECSANN

BLIS LTAB

SBOL DTAB

MSET USEC

MTYP UDEF

ATLI

SCOM = COMPSPRF = PROFSJOI = JOINSFIT = FITTSDTE = DTEXSMTE = MTEX TEXT elements, which can

appear at several positions in the hierarchy, have been omitted for clarity.

GROUSPEC

SELEC

SPCO

(Piping Catalogue) (Steelwork Catalogue)

(Connections) (Bolts) (Units) (Specifications) (Groups)

CATE/STCA (Category) elements are optional. Their members can be owned directly by a SECT/STSE.

NOTES:

NGMS

NSBO

NLSN

NSSPNLCYNSCYNSSLNSCTNSRT

NLPY

SPRO

SPVE

SLOO

SEXT

SVER

DTSE

DATA

DTSE

DATA

NSEX

SLOO

SVER

Any negative 3D primitive (as shown below NGMS) can also be owned by any positive 3D primitive.

NSDS

SCON NSCOSCON

SEXT

SLOO

SVER

GMSE

BLTP

For ease of interpretation in text:

MBLI

MBOL

SREV SREV NSRE

Figure 4-2 The Catalogue Database Hierarchy

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4.4 Catalogue (CATA)

CATA is the highest level element of the Catalogue hierarchy. Its attributes include: • DESC - a text description of the catalogue.

• PURP - a PDMS word showing the specific purpose for which that catalogue is intended. This should be set to the same word as the Specification with which it is to be used; e.g. PIPE, FITT.

• CSTA - the Catalogue standard.

A CATA can contain a number of Catalogue Sections. These are of two types: Piping Sections (SECT) and Structural Sections (STSEC). They are the principal administrative elements by which the Catalogue is divided and arranged. The Catalogue can also contain Text elements (TEXT) - see Section 9.6. All elements referred to in a Specification (see the SPECON Reference Guide) must exist within a CATA hierarchy, although elements may exist within a CATA which are not referred to by a Specification. Note that the following elements may also exist within the Catalogue database at the same level as CATA: • Units World (UNITS) • Connection Tables (CCTAB) • Bolt Tables (BLTAB) • Specification World (SPWL) • Group World (GPWL)

Units, Connection Tables and Bolt Tables are described in Chapter 9 of this manual, the latter element type being described in more detail in the ISODRAFT Reference Manual. Specification World elements are detailed in the SPECON Reference Manual.

4.5 Catalogue Sections (SECT and STSEC) and Categories (CATE and STCA)

Sections and Categories are administrative elements which let you segregate particular types of catalogue data into logical parts of the hierarchy. Sections, which subdivide an overall CATA, are obligatory; Categories, which subdivide Sections, are optional (although their use is recommended). There are two types of Catalogue Section: Piping Sections (SECT) and Structural Sections (STSEC). Both have the following attributes:

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• DESC - a textual description of the section.

• PURP - a PDMS word showing the specific purpose for which that section is intended.

• GTYP - a PDMS word showing the generic type for elements contained in the section. This should be the same word as that used to identify the elements in DESIGN; e.g. VALV, BEAM.

Similarly, there are two types of Category: Piping Category (CATE) and Structural Category (STCA). Both have the following principal attributes: • DESC - a textual description of the category.

• PURP - a PDMS word showing the specific purpose for which that category is intended. This should be set to the same STYPE as in the Specification with which it is to be used; e.g. GLOB, GATE etc. for a VALV.

• GTYP - a PDMS word showing the generic type for elements contained in the section.

• SKEY - a textual symbol key showing how the item is represented in isometric drawings (see the ISODRAFT Reference Manual).

• PTRE - a reference to a 3D P-point Set (PTSE).

• GMRE - a reference to a 3D Geometry Set (GMSE).

• DTRE - a reference to a Data Set (DTSE).

• CDET - a reference to Detailing Text (DTEX).

Both types of Catalogue Section or Category contain the elements 3D P-point Set, 3D Geometry Set, Data Set, Detailing Text and Material Text, as described in Section 4.5.1. Piping Sections/Categories may also contain Piping Components, as described in Section 4.5.2. Structural Sections/Categories may also contain Structural Components (Profiles, Joints and Fittings), Structural Pointsets, Negative 3D Geometry Sets and Structural Geometry Sets, as described in Section 4.5.3.

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4.5.1 Elements Used in Both Types of Catalogue Section/Category

The following elements may be used in either type of Catalogue Section or Category: • 3D P-point Set (PTSET) (usually abbreviated to 3D Pointset) - a definition of the

position, direction, connection type and bore of a Component’s P-points, to be used by DESIGN, ISODRAFT, etc.

• 3D Geometry Set (GMSET) (usually abbreviated to 3D Geomset) - a grouping of 3D primitive elements, defining the dimensions, orientation and obstruction geometry of each primitive. Used by DESIGN and the Drawing modules.

• Data Set (DTSET) (usually abbreviated to Dataset) - a grouping of DATA elements, holding any catalogue data not stored more specifically elsewhere and which is required for use in DESIGN or DRAFT; e.g. the cross-sectional area of a structural steel member calculated from its parameterised dimensions.

• Detailing Text (DTEX) - elements containing general descriptive text relating to a Component. Referred to from SPCOM elements in the Specification. For further details see Section 9.1.

• Material Text (MTEX) - elements containing text describing the material(s) from which the physical Component is constructed. Referred to from SPCOM elements in the Specification. For further details see Section 9.2.

4.5.2 Elements Used in Piping Sections/Categories

A Piping Section or Category may contain all those elements listed in Section 4.5.1 plus the following: • Piping Component (COMP) - an element defining a piece of pipework. It consists

of a list of values (known as component parameters) and references to a 3D Pointset element and a 3D Geomset element. The Pointset and Geomset make use of the component parameter values in defining the size, geometry and connection types of the Piping Component.

4.5.3 Elements Used in Structural Sections/Categories

A Structural Section or Category may contain all those elements listed in Section 4.5.1 plus the following: • Structural Pointset (PTSSET) - a definition of the position and direction of a

Component’s P-lines, to be used by DESIGN.

• Negative 3D Geometry Set (NGMSET) (usually abbreviated to Negative 3D Geomset) - a grouping of 3D negative primitive elements (representing holes, end

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preparations etc.), defining the dimensions, orientation and obstruction geometry of each primitive. Used by DESIGN and the Drawing modules.

• Structural Geometry Set (GMSSET) (usually abbreviated to Structural Geomset) - a grouping of 2D primitive elements, defining the dimensions, orientation and obstruction geometry of each primitive. Used by DESIGN and the Drawing modules.

• Profile (PROF) - a 2D structural Component defining the cross-section of a beam, column etc. (a Section). It consists of a list of component parameters and references to a Structural Pointset element and a Structural Geomset element. The Pointset and Geomset make use of the component parameter values in defining the size and geometry of the Component. In the design process, a length is associated with a Profile to produce a Section.

• Joint (JOIN) - a 3D structural Component defining a physical means of attaching one Section to another. It consists of a list of component parameters and references to a Structural Pointset element, a 3D Pointset element and a 3D Geomset element. The two Pointsets and the Geomset make use of the component parameter values in defining the size and geometry of the Component.

• Fitting (FITT) - a 3D structural Component defining an object which is physically attached to a Section but is not part of the structure formed by Sections and Joints. For example, a Fitting may be used to attach a pipe hanger to a Section. The element consists of a list of component parameters and references to a 3D Pointset element and a 3D Geomset element. The Pointset and Geomset make use of the component parameter values in defining the size and geometry of the Component.

The Catalogue structure as described so far may be used in various ways, but the recommended method of use is to place only one type of element in each Catalogue Section, and to place different kinds of Components in different Catalogue Categories. For example, you might place all 3D Pointsets for Piping Components in one Piping Section and all 3D Geomsets for Piping Components in another, with separate Piping Sections for equal tees and reducing tees. When defining Profiles, you might place Profiles for Universal Beams in one Structural Section, Profiles for Unequal Angles in another, and so on.

4.6 Text (TEXT)

The Text is a general element that can occupy many positions in the hierarchy. It can be used to store additional information about an owning or adjacent element. The TEXT element should not be confused with the MTEX and DTEX elements described in Section 4.5.1. See Section 9.6 for further details.

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4.7 Parameters

Parameters define the size, geometry and other characteristics of Components. They are used in setting the attributes of the Pointsets, Geomsets and Datasets to which Component elements refer. All classes of Component can use component parameters, design parameters and insulation parameters. Structural Components can also use attached and owning design parameters. Component parameters are defined in the Catalogue; the other classes of parameters allow characteristics to be set during the design process.

4.7.1 Component Parameters

Piping Components (COMP), Profiles (PROF), Joints (JOIN) and Fittings (FITT) all have a PARAM attribute which lists the component parameters. Section 8.2 describes how to set up the component parameters of a Component. You may define default values which PARAGON will use if you are working with a Component whose component parameters have not been set up. The values are set using the MODEL SETTINGS command. For example,

MODEL SETTINGS PARAM 1 10

defines a default value of 10 for component parameter number 1. See Section 6.4.1 for the full syntax of how to set default values. These default values are set up only for the current PARAGON session. They are not stored in the Catalogue DB. You must define the component parameters of a Component before you use it in the Design DB.

4.7.2 Insulation Parameters

A design element in the Design DB refers to a main Catalogue Component (indirectly) via its Specification Reference (SPREF) attribute. The design element may also refer to a second Catalogue Component which defines the insulation of the first Component, via its Insulation Specification (ISPEC) attribute. The second Component is the Insulation Component of the design element. Insulation parameters (IPARAM) allow the main Component to take dimensions from the Insulation Component. When the main Component uses IPARAM 3, for example, it picks up the value of the PARAM 3 of the corresponding Insulation Component. When you define a Catalogue Component using insulation parameters, its dimensions are not completely specified in the Catalogue. So that PARAGON can give some idea of what the Component will look like when used in a design, you can define specimen values for the insulation parameters. These specimen values apply to all Components, unlike the component parameters which are attributes of a particular Component. The values are set using the MODEL SETTINGS command. For example,

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The Catalogue Database

MODEL SETTINGS IPARAM 3 25

defines a specimen value for insulation parameter number 3. See Section 6.4.5 for the full syntax of how to set values for insulation parameters. The values are not stored in the Catalogue DB; they are set up only for the current PARAGON session.

4.7.3 Structural Parameters

These allow Joint and Fitting Components to take dimensions from the Section or Sections (beam, column, etc.) to which they are physically connected. In this way, a basic design of Joint or Fitting may be adjusted automatically in the Design DB to fit a connected Section of any size. (Structural parameters are meaningless for Profiles.) Structural parameters are of four types: • Attached parameters (APARAM) • Owning parameters (OPARAM) • Design attached parameters (DES APARAM) • Design owning parameters (DES OPARAM).

The types of structural parameter that a Component can use depends on whether it is a Piping Component, Profile, Joint or Fitting. In the case of a Joint, it also depends on how the Component is used in the Design DB. Joints are of two types: primary and secondary. A primary Joint has an attached Section in the Design DB; a secondary Joint has an attached Section and an owning Section. (See the DESIGN Reference Manual for details of primary and secondary Joints.) Note that primary and secondary Joints are represented by the same class of Catalogue Component, but the settings of their attributes and the attributes of their Pointsets and Geomsets are different. A Fitting Component has an owning Section in the Design DB. Components which have an attached Section (i.e. primary and secondary Joints) can use attached parameters to define the attributes of their Pointsets and Geomsets. Attached parameters correspond to the component parameters of the attached Section. For example, when a Joint component uses APARAM 2, it picks up the value of the PARAM 2 of the Joint’s attached Section. Similarly, Components which have an owning Section (i.e. secondary Joints and Fittings) can use owning parameters in defining the attributes of their Pointsets and Geomsets. Owning parameters correspond to the component parameters of the owning Section. For example, when a Joint or Fitting component uses OPARAM 5, it picks up the value of the PARAM 5 of the component’s owning Section. You can define specimen values for structural parameters in the same way as for insulation parameters. For example,

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The Catalogue Database

MODEL SETTINGS APARAM 2 300

defines a specimen value of 300 for attached parameter number 2. See Section 5.9 for the full syntax of how to set values for structural parameters.

4.7.4 Design DB Parameters

These allow structural Components to take dimensions from Design Parameter Arrays in the Design DB. Each design element has a Design Parameter Array with ten values. (See the DESIGN Reference Manual for further details.) Design DB parameters are of three types: • Design parameters (DES PARAM) • Design attached parameters (DES APARAM, structural items only) • Design owning parameters (DES OPARAM, structural items only)

Design parameters allow any component with an SPREF to use values from the design element which refers to it (via the SPREF). For example, the DES PARAM 4 of a Component is the fourth value in the Design Parameter Array of the design element. Design parameters can be used anywhere that component parameters can be used. Design attached parameters and design owning parameters allow a Joint or Fitting Component to use values from the design elements which represent its attached and owning Sections. (Attached and owning sections are explained in Section 4.7.3.) For example, the DES OPARAM 1 of a Component is the first value in the Design Parameter Array of the design element of its owning Section. Design attached parameters can be used anywhere that attached parameters can be used. Similarly, design owning parameters in place of owning parameters. You can define specimen values for Design DB parameters in the same way as for insulation parameters. For example,

MODEL SETTINGS DES PARAM 7 9.5

defines a specimen value of 9.5 for design parameter number 7. See Section 6.4.1 for the full syntax of how to set values for Design DB parameters. Figure 4-3 summarises how the various types of parameters may be used with the different classes of Component.

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The Catalogue Database

PipingComp't

Profile Prim'yJoint

Sec'yJoint

Fitting

Catalogue Component Parameters

Insulation Parameters

Attached Parameters (Structural)

Owning Parameters (Structural)

Design Parameters (Design DB)

Design Attached Parameters

Design Owning Parameters

b b b b b

b b b b b

b b

b b

b b b b b

b b

b b

Parameter:

Applicable to:

(PARAM)

(IPARAM)

(APARAM)

(OPARAM)

(DES PARAM)

(DES APARAM)

(DES OPARAM)

(COMP) (PROF) (PJOI) (SJOI) (FITT)

Figure 4-3 Table of Parameters and Components

4.8 Catalogue Components

There are four classes of Catalogue Component: • Piping Component • Profile • Joint • Fitting.

Their attributes are described in the following sections. These attributes (other than the component parameters) must be set to actual values (words or references to other elements). They cannot be defined using parameters. A reference to an element is usually set to the name of the element, for example /PTSR3, but it can also be set as a general identifier, for example:

PTSE 4 OF SECT 2 OF CATA /ASA-CATA

The attributes of Pointsets and Geomsets may be defined using component parameters, design parameters and insulation parameters. Where appropriate, attributes for structural items may also be defined using design owning parameters and design attached parameters. A component parameter may be a numeric value, an expression or a word. (The full syntax for expressions is defined in the Plant Design Software Customisation Guide.) An insulation parameter, a structural parameter or a Design DB parameter may only be a numeric value or an expression. The values assigned to parameters and the use to which they are put, and the number of parameters used, are arbitrary, depending only on the skill and experience of the user. Chapter 8 contains examples of the parameterisation of typical Components. Catalogue Components do not have member elements.

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The Catalogue Database

4.8.1 Piping Component (COMP; SCOM)

The attributes of a Piping Component are: • PTREF - reference to a 3D Pointset element.

• GMREF - reference to a 3D Geomset element.

• PARAM - the component parameters, a list of values used in the 3D Pointset and 3D Geomset to define the Component.

• GTYPE - a word attribute indicating the generic type of the Piping Component, selected from the following:

ATTA - attachment BEND - pipe bend CAP - end cap CLOS - closure COUP - coupling CROS - cross piece DUCT - ducting ELBO - fitting elbow FBLI - blind flange FILT - filter FLAN or FLG - flange FTUB - fixed length tube GASK - gasket HELE - hanger element INST - instrument INSU - insulation LJSE - lap joint stub end NOZZ - nozzle OLET - weldolets PCOM - pipe component REDU - reducer SHU - standard hook-up TEE - fitting tee TRAC - tracing TRAP - steam trap TUBE - implied tube UNIO - union VALV - valve VENT - open-ended pipe or vent VFWA - four-way valve VTWA - three-way valve WELD - weld

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The Catalogue Database

The GTYPE must be set as one of the above, otherwise a data consistency check on a Branch containing the Component (see the DESIGN Reference Manual) will not work correctly.

• DTREF - reference to a Dataset element.

4.8.2 Profile (PROF; SPRF)

The attributes of a Profile are: • PSTREF - reference to a Structural Pointset element.

• GSTREF - reference to a Structural Geomset element.

• PARAM - the component parameters, a list of values used in the Structural Pointset and Structural Geomset to define the Component.

• GTYPE - a word attribute indicating the generic type of the Profile. Any word value may be used. The following are suggested:

BEAM - beam BRAC - brace COLU - column GANT - gantry GIRD - girder JOIS - joist PILE - pile PROF - profile PURL - purlin RIDG - ridge SDRA - side rail

• DTREF - reference to a Dataset element.

4.8.3 Joint (JOIN; SJOI)

The attributes of a Joint are: • PSTREF - reference to a Structural Pointset element.

• PTREF - reference to a 3D Pointset element.

• GMREF - reference to a 3D Geomset element.

• PARAM - the component parameters, a list of values used in the Structural Pointset, 3D Pointset and 3D Geomset to define the Component.

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The Catalogue Database

• GTYPE - a word attribute indicating the generic type of the Joint. Any word value may be used. The following are suggested:

BASE - base JOIN - joint KNEE - knee

• CTYA - a word attribute indicating how the Joint is fixed to the attached Section (the Joint’s connection type for the attached Section). Any word value may be used. If the connection type attribute of the attached Section (CTYS or CTYE) has not been set when the Joint is selected in the design process, the attribute will automatically be set to the value of CTYA. The PDMS data consistency checks (see the DESIGN Reference Manual) check whether the connection type attributes of the Joint and attached Section match.

• CTYO - similar to CTYA, but for the Joint’s owning Section (secondary Joints only).

• DTREF - reference to a Dataset element.

4.8.4 Fitting (FITT; SFIT)

The attributes of a Fitting are: • PTREF - reference to a 3D Pointset element.

• GMREF - reference to a 3D Geomset element.

• PARAM - the component parameters, a list of values used in the Structural Pointset, 3D Pointset and 3D Geomset to define the Component.

• GTYPE - a word attribute indicating the generic type of the Fitting. Any word value may be used, but the word FITT is suggested.

• CTYA - a word attribute used only if the Fitting is attached to a pipe hanger in the Design DB. Any word value may be used. If the connection type attribute of the pipe hanger (HCON or TCON) has not been set when the Fitting is selected in the design process, the attribute will automatically be set to the value of CTYA. The PDMS data consistency checks (see the DESIGN Reference Manual) check whether the connection type attributes of the Fitting and pipe hanger match.

• DTREF - reference to a Dataset element.

NOTE: For details of the MODEL SETTINGS command syntax used to set default values for component parameters, and specimen values for other classes of parameter, see Section 6.4.1.

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5 Navigating in the Catalogue Database Hierarchy

There are many ways in which you can explore the contents of the Catalogue database, but they fall into three broad categories: • Accessing a Catalogue element whose identity or hierarchical position is known • Accessing a Catalogue element whose position in the hierarchy relative to the

current position is known • Accessing a Catalogue element by picking it from the screen

It is important to appreciate that these navigation facilities provide you with access to the complete Catalogue and not just those items shown on the graphical display.

5.1 Accessing a Catalogue Element on the Screen

In graphical form, you can jump straight to an element which is shown in the screen display by positioning the cursor over the element and pressing the left-hand mouse button. This identifies the item under the cursor and makes it the current element. Alternatively, the cursor can be used in the Members menu (or the command window) to pick a name from the text display.

5.2 Accessing a Catalogue Element by Name

You can jump straight to a known element simply by typing its name. You would usually name an element when you create it.

5.3 Accessing an Element by Reference Number

All elements are automatically given a reference number when created. By stating this reference it is possible to access an unnamed element. Reference numbers are not normally shown in PARAGON, but may be obtained by the using the Q REF command.

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Navigating in the Catalogue Database Hierarchy

5.4 Going to the Previously Accessed Element

Keywords: SAME CE

Description: SAME takes you to the element you were at before you accessed the current element. Repeating the SAME command has the effect of moving repeatedly between two items - it does not move back along the list of items accessed. If the previously accessed element has been deleted, the SAME command will output an error message. CE takes you to the current element itself. (This facility may seem rather pointless in this situation; however the CE keyword is used in many commands as a means of identifying an element to be the object of that command.)

Example: ADD CE - Add the current element to the display.

Command Syntax:

>-- CE --> >-- SAMe -->

5.5 Ascending the Catalogue Hierarchy

Keywords: OWNER END

Description: Moving up the hierarchy involves fewer decisions than moving downwards, as any element can have only one Owner. Two commands (OWNER and END) allow you to move up to the immediate parent. END differs from OWNER by allowing you to return to a Group element from which the current element was accessed. As the Group does not own that element, the command OWNER would go to the element’s true Owner and not the Group. It is possible to ascend the hierarchy in more than one step, by inputting the type of element you wish to access. For example, to navigate from a Piping Component to its Section would involve two successive END commands (if a Category exists). However the command SECT would have the effect of scanning up the hierarchy to find the Section which owns that list, thus saving an END command.

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Navigating in the Catalogue Database Hierarchy

5.6 Accessing an Element via a Reference Pointer

Keywords: GOTO

Description: Many elements have reference attributes whose settings point to associated elements. The latter (referenced) elements hold data which forms part of the definition of the original (referencing) element. For example, the geometric definition of a catalogue component is held in a GMSET (geometry set) element which is pointed to by the setting of the component’s GMREF attribute (see Chapter 7). The GOTO command allows you to navigate directly to a referenced element by specifying the corresponding reference attribute of the current element.

Examples: GOTO PTREF goes to the PTSET specified by the PTREF setting

GOTO GMREF goes to the GMSET specified by the GMREF setting

Command Syntax:

>-- GOTO -- <refatt> -->

where <refatt> is the name of any reference attribute of the current element whose setting points to another element.

5.7 Other Navigation Commands

Keywords: FIRST LAST NEXT PREVIOUS MEMBER END TYPE

Description: Most of the above commands can be linked together with the OF keyword to produce general navigation commands.

Examples: FIRST SECT OF CATA /PIPECATA LAST PTSE OF PREVIOUS 3 SECT FIRST SCOM OF /CATE 5

Command Syntax: (See <gid> syntax in Section 2.1.3.)

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6 Component Design and Representation

This chapter introduces the methods of Component design and graphical representation in PARAGON; in particular the MODEL, MODEL SETTINGS and REPRESENTATION commands are detailed.

6.1 Component Design

Assuming that you have opened a suitable 3D view, the interactive graphical Component design process in PARAGON is initiated using the MODEL command. If a new Component is to be designed, then a new catalogue element must first be specified by a command such as

NEW SCOM /CR2-1 (at SECT or CATE level) or

NEW SPRF /UB4-A (at STSEC or STCAT level) The command

MODEL CE

(for ‘Model Current Element’) will add the new component to the 3D view. Note that the MODEL CE command is valid only for SCOM, SPRF, JOIN, and SFIT elements. Only complete Components may be displayed in this way - individual Pointsets and Geomsets may not be, although these items will easily be distinguishable. (Geomset and/or Pointset elements can be removed from the display with the aid of the REPRESENTATION command - see next section). The MODEL SETTINGS command can be used to specify the Component Design Data attributes. For example,

MODEL SETTINGS DDRADIUS 75 DDHEIGHT 200

gives the Design Data attributes DDRADIUS and DDHEIGHT values of 75mm and 200mm respectively. The DDRADIUS, DDHEIGHT and DDANGLE attributes are the Design parameters used in the selection process for variable Components. In PARAGON it is possible to use these attributes as part of the Component design. For example, whereas an attribute such as PHEIGHT would normally be defined in terms of parameters, a command such as

PHEI DDHEIGHT

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(assuming a suitable current element) would set PHEIGHT to the Design height. (In such a case, a MODEL SETTINGS command would need to be followed by a MODEL CE command before any change in the display would be observed.) To produce a display of a Component with insulation, the bore, temperature and working pressure of the Component must be known. To this end the MODEL SETTINGS command can be used to set the BORE, TEMP and PRESSURE. This must be done before the Insulation Specification, INSPEC, can be specified. For example,

MODEL SETTINGS TEMP 300 BORE 80

would set the temperature and bore Design Data attributes (the pressure would stay at its default value, see below). The Insulation Spec may then be specified by a command such as

MODEL SETTINGS INSPEC /INSUL1

Assuming the drawing REPRESENTATION (see Section 6.4) is correctly set, the Component will then be displayed with insulation shown. All Design settings can be restored to their defaults by

MODEL SETTINGS DEFAULT

NOTE: This command also deletes all default and specimen values of parameters. It unsets the Insulation Specification.

The default values of the Design Data attributes, and the full syntax of how to set them, are given in Section 6.4. QUERY MODEL SETTINGS will output the Design settings currently in use. The Design process is turned off by

MODEL END

which also has the effect of clearing the display.

6.2 P-point and P-line Representation

6.2.1 P-points

P-points may be displayed in PARAGON in one of two ways. The form of display is controlled by the REPRESENTATION PPOINTS command as illustrated in Figure 6-1.

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Component Design and Representation

Figure 6-1 Specifying P-points On or Off

The size of the arrow may also be controlled by the REPRESENTATION PPOINTS command, as illustrated in Figure 6-2. The overall length of the arrow is specified in millimetres. The default length is 50mm. Specifying a length of zero causes the P-point to appear as a dot.

Figure 6-2 Specifying P-point Length

The P-point numbers may be omitted, or they may be displayed any size, the size being specified in millimetres. The default size is 5 mm. The size of the numbers is controlled by the REPRESENTATION PPOINTS command, as illustrated in Figure 6-3.

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Component Design and Representation

Figure 6-3 Specifying P-point Number Representation

Both LENGTH and NUMBERS may be set in the same command, for example: REPRESENTATION PPOINTS ON LENGTH 25 NUMBERS ON SIZE 7

NOTE: P-points are always displayed in some form. They cannot be omitted from the display completely.

See the Reference Section at the end of this chapter for the full syntax of the REPRESENTATION PPOINTS command.

6.2.2 P-lines

P-lines may be displayed in PARAGON in one of two ways. The form of display is controlled by the REPRESENTATION PLINES command as illustrated in Figure 6-4.

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Figure 6-4 Specifying P-lines On or Off

The P-line identifier keys may be omitted or displayed. This is also controlled by the REPRESENTATION PLINES command, as illustrated in Figure 6-5.

Figure 6-5 Specifying P-line Identifier Key Representation

P-line length (default 50mm) and size (default 5mm) can also be controlled. See the Reference Section at the end of this chapter for the full syntax of the REPRESENTATION PLINES command. Unlike P-points, P-lines can be omitted from the display completely. Whether a P-line is drawn or not depends on the settings of three of its attributes:

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• LEVEL - the drawing level range • CLFLA - the centreline drawing flag attribute • TUFLA - the tube drawing flag attribute LEVEL is a pair of integers. CLFLA and TUFLA are logical attributes which are set to TRUE or FALSE (corresponding to ‘ON’ or ‘OFF’ respectively). When you first create a P-line, CLFLA and TUFLA are both FALSE. Control is initially on the setting of LEVEL. If the PARAGON LEVEL setting is within the LEVEL range specified for the P-line (as its LEVEL attribute) then the P-line will be considered for drawing, otherwise it will not be. If the level condition is satisfied, then whether a P-line is displayed or not in PARAGON depends upon the settings of its CLFLA and TUFLA attributes and upon the settings of the drawing options specified by the REPRESENTATION command. The REPRESENTATION command provides a means of effectively overriding the settings of the P-line’s drawing attributes without changing them. An example REPRESENTATION command is

REPRESENTATION TUBE ON CL OFF

(The word CENTRELINE may be used instead of CL.)

The drawing option settings interact with the drawing attributes of the P-lines thus: if an ‘ON’ REPRESENTATION setting matches a corresponding ‘TRUE’ attribute setting (e.g. REPRESENTATION CL ON and CLFL TRUE) then the P-line will be drawn, otherwise it will not be drawn. The drawing of Geomset primitives is controlled in a similar way. The next section gives examples of how the LEVEL, CLFLA and TUFLA attributes interact with the REPRESENTATION settings.

6.3 Geomset Primitive Representation

Whether a Geomset primitive is displayed or not depends on the settings of its LEVEL, CLFLA and TUFLA attributes (as for a P-line) and also on its OBST attribute. (The OBST attribute is a number which defines the degree of obstruction for clash checking.) If the PARAGON LEVEL setting is within the LEVEL range specified for the primitive (as its LEVEL attribute), then the primitive will be considered for drawing, otherwise it will not be. If the level condition is satisfied then, the primitive will be displayed if it has an OBST value of 1 or 2 and the REPRESENTATION setting is

REPRESENTATION OBSTRUCTIONS ON

The primitive will be drawn in solid lines if OBST = 2 (hard obstruction), dashed lines if OBST = 1 (soft obstruction0. The control mechanisms of tube, centreline and obstruction are quite independent of each other. So, for example, if a primitive has an OBST value of 2 and the REPRESENTATION setting is OBSTRUCTIONS ON, the primitive will be drawn whatever the values of its CLFLA and TUFLA attributes and the REPRESENTATION

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TUBE and CL settings (provided that the PARAGON LEVEL setting is within the LEVEL range of the primitive). NOTE: Whenever you use a REPRESENTATION command, the current design

Component is redrawn. If you want to change several REPRESENTATION settings, put them all in the same line so that the Component is only redrawn once. For example, REPRESENTATION TUBE ON CL OFF OBST ON PPOINTS OFF

The following example shows the Catalogue representation of a control valve, and how it might appear in PARAGON with various combinations of TUBE, CL and OBST settings. All the illustrations have PPOINTS ON.

Figure 6-6 Catalogue Control Valve, showing all Primitives

For this example, the settings of the attributes of interest are considered to be:

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SCYL 1 - OBST 2, CLFL FALSE, TUFL FALSE SCYL 2 - OBST 2, CLFL FALSE, TUFL FALSE SSPH 1 - OBST 0, CLFL TRUE, TUFL TRUE SCON 1 - OBST 0, CLFL TRUE, TUFL TRUE SDSH 1 - OBST 2, CLFL TRUE, TUFL TRUE SCYL 3 - OBST 0, CLFL FALSE, TUFL TRUE SCYL 4 - OBST 0, CLFL FALSE, TUFL TRUE LSNO 1 - OBST 0, CLFL FALSE, TUFL TRUE LSNO 2 - OBST 0, CLFL TRUE, TUFL FALSE LSNO 3 - OBST 0, CLFL FALSE, TUFL TRUE LSNO 4 - OBST 0, CLFL TRUE, TUFL FALSE

SCYL 1, SCYL 2 and SDSH 1 are obstruction volume primitives, that is, they represent the obstruction volume of the Component, not its physical geometry and dimensions. The other primitives represent the actual geometry and dimensions of the Component. The following illustrations show the appearance of the Component under various REPRESENTATION settings.

Figure 6-7 REPRESENTATION OBST OFF TUBE OFF CL ON

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This is the default REPRESENTATION setting for OBSTRUCTION, TUBE and CENTRELINE. The attribute settings chosen for this example are ‘typical’ for a Catalogue, and so Figure 6-7 shows the ‘normal’ appearance of the valve. Notice how the OBST OFF setting does not affect the visibility of the obstruction dish (handwheel space) since it has CLFL TRUE.

Figure 6-8 REPRESENTATION OBST ON TUBE OFF CL ON

Here the OBST ON setting matches the OBST 2 attribute value of the obstruction cylinders and so they become visible, even though they have CLFL and TUFL both FALSE.

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Figure 6-9 REPRESENTATION OBST ON TUBE OFF CL OFF

Here TUBE and CENTRELINE are both OFF but OBST is ON, and so only the obstruction volume primitives are visible.

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Figure 6-10 REPRESENTATION OBST ON TUBE ON CL OFF

Compared with Figure 6-9, those primitives with TUFL TRUE now become visible because TUBE is now ON. The obstruction primitives remain visible because OBST is still ON.

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Figure 6-11 REPRESENTATION OBST OFF TUBE ON CL OFF

OBST is now OFF and so the obstruction cylinders disappear. (The obstruction dish remains because it has TUFL TRUE.)

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Figure 6-12 REPRESENTATION OBST OFF TUBE ON CL ON

Here, all those primitives which have one or both of CLFL, TUFL TRUE are visible.

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Figure 6-13 REPRESENTATION OBST ON TUBE ON CL ON

In Figure 6-13, all the REPRESENTATION settings are ON and so all the Geomset primitives are visible.

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Figure 6-14 REPRESENTATION OBST OFF TUBE OFF CL OFF

Here, all the REPRESENTATION settings are OFF and so no primitives are visible. The Component P-points are still visible since the REPRESENTATION PPOINTS setting in the example is ON. The full default REPRESENTATION is:

CL ON TUBE OFF OBSTRUCTIONS OFF LEVEL 0 PPOINTS ON LENGTH 50 NUMBERS OFF PLINES ON PKEYS OFF

which is regained by REPRESENTATION DEFAULT

Note that the TVISIBLE and BVISIBLE end visibility flags have no effect in PARAGON.

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6.4 Reference Section

This section gives the syntax of the MODEL SETTINGS command and the REPRESENTATION command, as described in this chapter and in Chapter 4 (the latter for setting component parameter defaults etc.). The description of the syntax for the REPRESENTATION command is spread over a number of separate sections, each showing how the command is applied to a particular type of element. The final section summarises the complete REPRESENTATION syntax in a single diagram. Querying information is given, as are further examples, where appropriate.

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6.4.1 Model Settings

Keywords: MODEL SETTINGS

Function: Sets default component parameters and design data attributes. Description: Sets default values for component parameters and specimen values for

other classes of parameters (see Chapter 4). Also sets design data attributes; the numeric attributes may be used in place of parameters for defining Pointsets and Geomsets.

Examples of setting default component parameters: MODEL SET PAR 3 35 Sets default value for component parameter 3 to 35 MODEL SET IPAR 1 3.5 IPAR 2 4.5 Sets insulation parameter 1 to 3.5 and insulation parameter 2 to 4.5 MODEL SET APAR 1 250 Sets attached parameter 1 to 250 MODEL SET APAR 3 5.1 OPAR 2 19.75 Sets attached parameter 3 to 5.1 and owning parameter 2 to 19.75 MODEL SET CAT OPAR 3 2.5 Sets owning parameter 3 to 2.5 MODEL SET DES PARA 3 1.2 Sets design parameter 3 to 1.2 MODEL SET DES APAR 10 99 Sets design attached parameter 10 to 99 MODEL SET DES PAR 2 (ATAN(4 / 3)) Sets design parameter 2 to tan-1 4/3 MODEL SET DEF Deletes all default and specimen parameters (also sets Design Data attributes to default values)

The word CAT (short for CATALOGUE) in the fifth example is optional. You can use it when setting default values for component parameters, and when setting specimen values for structural parameters. You may find it helpful to use the word for clarity in macros, to distinguish between Design DB parameters and other classes of parameters. Values for any of these classes of parameters may be set in a single command, for example: MODEL SET PAR 2 12 IPAR 1 17 APAR 2 32 DES PAR 3 25 DES OPAR 5 6.3

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Examples of setting design data attributes: MODEL SET INSPEC /IS50 Set Insulation Specification to IS50 MODEL SET BOR 100 TEMP 350 PRESS 50 Set Component bore, temperature and pressure to given Design values MODEL SET DDHEI 2000 DDRAD 35 Set height and radius to given Design values MODEL SET DDANG (ASIN(6 / 7)) Set Design Angle to arcsin (6/7) MODEL SET DEF Set Design Data attributes to default values (also deletes all default and specimen parameters and unsets Insulation Spec)

Default values: TEMP -100000 BORE 150.0 mm PRESSURE 0.0 DDANGLE 90 degrees DDHEIGHT 100.0 mm DDRADIUS 225 mm INSPEC Nulref (i.e. unset)

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Component Design and Representation

Command Syntax:

.---------------------<------------------. / | >- MODEL - SETtings --+--*- CATalogue* -. | | |- DESign -----| | | |--------------+- PARam --. | | | |- APARam -| | | | ‘- OPARam -+ | | | | | | |- IPARam ----------------+------. | | | .-------------’ | | | ‘- number -+- value ----| | | ‘- <expres> -| | | | | |-- INSpec --- name -----------------------| | | | | |-- TEMp --- value ------------------------| | | | | |-- BORe --- value ------------------------| | | | | |-- PREssure --- value -------------------| | | | | |-- DDHEIght --- value --------------------| | | | | |-- DDRADius --- value --------------------| | | | | ‘-- DDANGle ---+--- value ----------------| | ‘--- <expres> --------------| | | ‘--- DEFault --------------------------------+-->

Querying Syntax:

>- Q - MODEL -- SETtings --+-- CATalogue --. |-- DESign -----| |---------------+-- PARam ---. | |-- APARam --| | ‘-- OPARam --+ | | |-- IPARam ------------------| | | |-- INSpec ------------------| | | |-- TEMp --------------------| | | |-- BORe --------------------| | | |-- PREssure ----------------| | | |-- DDHEIght ----------------| | | |-- DDRADius ----------------| | | ‘-- DDANGle -----------------+-->

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6.4.2 Setting Representation for Piping Components

Keywords: REPRESENTATION TUBE CL CENTRELINE

Description: The REPRESENTATION command allows piping components to be represented by a single centreline (CL) or by a 2D outline (TUBE). In some cases, it helps to switch between the two representations to simplify an otherwise complicated view. Switching TUBE On switches CL Off automatically, and vice versa. TUBE and CL representations are not instantly updated on the screen. To see the effects of a representation change, it is necessary to replace the affected item in the Draw List by Removing and Adding it.

Examples: REPR TUBE ON Sets tubing representation as double line

REPR CL ON Sets tubing representation as centreline

Command Syntax:

.---------------------<-----------------. / | >-- REPResentation --*-- CL -------------------------. | | | | |-- CENTreline -----------------| | | | | ‘-- TUBE -----------------------+-- ON ---| | | ‘-- OFF --+-->

Querying: Q REPR TUBE

Q REPR CL

Q REPR - queries all Representation options.

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6.4.3 Setting Profile Representation for Steelwork

Keywords: REPRESENTATION PROFILE

Description: The REPRESENTATION PROFILE commands allow structural steel profiles to be represented by a single centreline or by a 2D outline. In some cases, it helps to switch between the two representations to simplify an otherwise complicated view. Changes to the representation are not instantly updated on the screen. To see the effects of a representation change, it is necessary to replace the affected item in the Draw List by Removing and Adding it.

Examples: REPR PROF ON PROF CL OFF Sets profile representation as 2D outline

REPR PROF CL ON PROF OFF Sets profile representation as centreline

REPR PROF ON PROF CL ON Sets both types of representation on

.-----------------<--------------------. / | >-- REPResentation --*-- PROFile --+-- CL ----------. | | | | |-- CENTreline --| | | | | ‘----------------+-- ON ---| | | ‘-- OFF --+-->

Querying: Q REPR PROF

Q REPR - queries all Representation options.

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6.4.4 Setting Level Representation

Keywords: REPRESENTATION LEVEL

Description: This command enables individual drawing levels to be specified for the display of catalogue elements. Every basic primitive shape has an associated drawing level range attribute stored in the Catalogue. If the specified drawing level coincides with this range, the 3D object will be drawn when it is added to the Draw List. The practical effect of this facility is that it allows you to minimise visible detail when representing catalogue items. For instance, at level 3, steelwork may be represented as single line only, whereas at level 1 the full detail may be visible. Level 3 may well be adequate for design purposes. LEVEL manipulation is not instantly updated on the screen. To see the effects of a level change, use the REPR UPDATE command.

Examples: REPR LEVEL PIPE 5 Sets piping level to 5. All pipes which are added

after this command will be drawn at level 5. Those which were already in the view will remain unchanged.

REPR LEVEL 2 Set level for all other Component types to 2

Command Syntax:

.-------------------<-------------------. / | >-- REPResentation --*-- LEVel --+-- PIPE -------. | | | | |-- NOZZle -----| | | | | |-- STRUcture --| | | | | ‘---------------+-- integer --+-->

Querying: Q REPR - lists all REPRE options

Q REPR LEVEL - lists levels at which other Components are drawn

Q DISPLAY - gives units and tolerance settings, as well as representation levels

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6.4.5 Setting Obstruction and Insulation Representation

Keywords: REPRESENTATION OBSTRUCTION INSULATION

Description: Component Obstructions are often given LEVELS or TUBE and CENTRELINE settings which render them invisible. Setting the Representation of OBST On forces the system to override normal LEVEL and TUBE settings and show all of the primitives, regardless of the other settings. Setting the Representation of INSU On or Off determines whether or not insulation is shown on primitives. These have the effect of considering all primitives which have an obstruction level greater than zero and all primitives which are affected by insulation parameters. As with changes to LEVEL representation, the graphics display is not updated instantly. Use the RECR UPDATE command to make any changes visible.

Examples: REPR OBST ON INSU OFF

REPR INSU ON

REPR PROF OBST ON PROF INSU OFF

Command Syntax:

.--------------<------------. / | >-- REPResentation --*-- OBSTruction --. | | | | |-- INSUlation ---+-----------| | | ‘-- PROFile --+- OBSTruction -| | | ‘- INSUlation --+- ON --. | | ‘- OFF -+-->

Querying: Q REPR Lists all Representation settings

Q REPR INSU Queries if INSU is ON or OFF

Q REPR OBST Queries if OBST is ON or OFF

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Component Design and Representation

6.4.6 Setting P-Point Representation

Keywords: REPRESENTATION PPOINTS LENGTH NUMBERS

Description: P-point representation may be set to ON or OFF. The default setting is PPOINTS OFF, although p-points will be shown automatically as part of an identification operation. When p-points are on, they are drawn as small arrows with a cross at the p-point position and with the arrow indicating the p-point direction. The size of the arrow is controlled by the LENGTH option. P-point numbers may also be displayed, as controlled by the NUMBERS option. As with changes to other representation settings, the graphics display is not updated instantly. Items must be removed and re-added to the Draw List before changes to the display of p-points becomes visible.

Examples: REPR PPOINTS ON Sets the p-point representation to ON

REPR PPOINTS LENGTH 5 Sets size of p-point arrows

REPR PPOINTS NUMB ON Shows p-point numbers

Command Syntax:

>-- REPResentation - PPoints --+-- ON ---. | | |-- OFF --| | | ‘---------+-- LENgth -- <uval> --. | | ‘----------------------+--. | .--------------<---------------------’ | +-- NUMbers --+-- ON ---. | | | | ‘-- OFF --| | | ‘-----------------------+-->

Querying: Q REPR PPOINTS

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Component Design and Representation

6.4.7 Setting P-Line Representation

Keywords: REPRESENTATION PLINES LENGTH PKEY

Description: P-line representation for structural Profiles may be set to ON or OFF. The default setting is PLINES OFF. When p-lines are on, the size of the arrow showing their direction is controlled by the LENGTH option. P-line identifiers, in the form of the settings of their PKEY attributes (TOS, BOS, NA, etc.) may also be displayed, as controlled by the PKEY option. As with changes to other representation settings, the graphics display is not updated instantly. Use the RECR UPDATE command to see changes to the display of p-lines.

Examples: REPR PLINES ON Sets the p-line representation to ON

REPR PLINES LENGTH 6 Sets size of p-line arrows

REPR PLINES PKEY ON Shows p-line identifiers (settings of PKEY attributes)

Command Syntax:

.---------------------<---------------. / | >-- REPResentation --*-- PLINes -+- ON --. | | | | | | |- OFF -| | | | | | | ‘-------+- LENgth - <uval> -| | | | | ‘-------------------| | | ‘-- PKEYs --+- ON --. | | | | ‘- OFF -+-------------------+-->

Querying: Q REPR PLINES

Q REPR PKEYS

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6.4.8 The Full REPRESENTATION Syntax

.----------------------<-------------------. / | >-- REPResentation --+--*-- TUBE - <onoff> --------------------------| | | | | |-- CL ----------. | | | | | | |-- CENTreline --+- <onoff> -----------------| | | | | |-- HOLEs - <onoff> -------------------------| | | | | |-- OBSTruction - <onoff> -------------------| | | | | |-- INSUlation - <onoff> --------------------| | | | | |-- LEVel -+- PIPE ------. | | | | | | | | |- NOZZle ----| | | | | | | | | |- STRUcture -| | | | | | | | | ‘-------------+- integer ---------| | | | | |-- PPoints - <onoff> - <ppsiz> -------------| | | | | |-- PROFile -+- CL ----------. | | | | | | | | |- CENTreline --| | | | | | | | | |- OBSTruction -| | | | | | | | | |- INSUlation --| | | | | | | | | ‘---------------+- <onoff> -----| | | | | |-- PNODes --. .--------<---------. | | | |/ | | | |-- SNODes --*- <onoff> ----------| | | | | | | | | |- COLour - <colno> -| | | | | | | | | ‘-- SIZe - <uval-----+----------| | | | | |-- POINts - <onoff> ------------------------| | | | | |-- PKEYs - <onoff> -------------------------| | | | | |-- PLINes - <onoff> -+- LENgth - <uval> -. | | | | | | | | ‘-------------------+--| | | | Continued Continued

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Continued Continued | |-- HOLes - <onoff> -------------------------| | | | | |-- MASSproperties - <int> ------------------| | | | | |-- DARCtolerance - <uval> ------------------| | | | | \-- UPDATE ----------------------------------| | | ‘-- DEFault ------------------------------------+-->

<onoff> is either ON or OFF <ppsiz> is >--+- LENgth - <uval> -. | | ‘-------------------+- NUMbers - <onoff> -. | | ‘---------------------+-->

<colno> is >--+-- integer ----------------------------------------. | | |-- ACTive -----------------------------------------| | | |-- VISIble ----------------------------------------| | | |-- CE ---------------------------------------------| | | |-- CLASH ------------------------------------------| | | |-- OBST -------------------------------------------| | | |-- COMPAre --+-- MATCHed -----------------------. | | | | | | |-- MISMatched --------------------| | | | | | | |-- UNMAtched --+-- CONNector --. | | | | | | | | | | ‘---------------+--| | | | | | | ‘-- TEXT --------------------------+--| | | ‘-- AIDS -------------------------------------------+-->

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7 Pointsets and Geomsets

This chapter describes in detail the following Catalogue DB elements: • 3D Pointset (PTSET) • Structural Pointset (PTSSET) • 3D Geomset (GMSET) • Negative 3D Geomset (NGMSET) • Structural Geomset (GMSSET)

Creation and manipulation of the Catalogue elements is described in Chapter 8.

7.1 3D Pointsets (PTSET)

A PTSET is a collection of P-point elements. P-points are used in the design process to position and orientate Piping Components, and to define their connectivity to each other. P-points may also be used in PARAGON to define the position and orientation of the 3D Geomset primitives which make up Piping Components, Joints and Fittings. (Profiles do not use P-points.) A P-point has a 3D position and a direction, and is identified by a number. Each PTSET includes a special P-point, P-point zero (P0), whose position is the component origin and whose direction is the Z axis direction of the Component. It has no other attributes. P0 is created automatically by PARAGON; you cannot change it in any way. The numbering of the P-points of Piping Components must follow certain conventions - see Appendix A for a summary of these, and the ISODRAFT Reference Manual for fuller details. There are no special conventions for numbering the P-points of Joints and Fittings. A P-point has a connection type attribute, which is used only when the P-point belongs to a Piping Component. The connection type attribute can be used to specify how a Piping Component is connected to another at the position of the P-point, for example by a butt weld or socket weld. A P-point has a bore attribute, which is used only when the P-point belongs to a Piping Component. It can be used to specify the bore of the pipe at that point. PDMS’s data consistency checks (see the DESIGN Reference Manual) can be used to check that the connection type attributes of Piping Components are compatible with the corresponding attributes of the Components to which they are connected. The compatibility of connection types is defined in a Connection Compatibility Table (CCTAB) - see Section 9.3 for details.

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Pointsets and Geomsets

Use of the REPRESENTATION command affects how P-points are drawn by PARAGON; see Section 6.2 for details. A PTSET has the following attributes: • DESC - a textual description of the Pointset • GTYP - the generic type of the item for which the Pointset is

used • SKEY - the Symbol Key to which the Pointset relates (see the

ISODRAFT Reference Manual) • PURP - the purpose of the Pointset

A PTSET may contain one or more of the three types of P-point element: • Axial P-point - PTAXI • Cartesian P-point - PTCAR • Mixed P-point - PTMIX

7.1.1 Axial P-point (PTAXI)

A PTAXI allows a P-point to be defined in terms of an axis and a distance along that axis. A PTAXI has no member elements and has the following attributes: • NUMB - the P-point number • PCON - the connection type • PBOR - the bore of the P-point • PAXI - the axis of the P-point • PDIS - the distance along the axis of the P-point • PSKEY - the pipe fitting (end condition) type to be used by ISODRAFT • DESC - a textual description of the P-point • PURP - the purpose of the P-point NUMB must be set as a value. PAXI must be set as a direction - see Section 8.5.2 for details. The other attributes may be set as values or words (as appropriate), or in terms of parameters (which in turn are values or words). The classes of parameter which may be used depend on the class of Component (Piping Component, Joint or Fitting) which uses the P-point - see Section 4.7 for details. PCON and PBOR are used for Piping Components only. They have no meaning if the P-point is used by a Joint or Fitting. For details of PSKEY settings, see Section 8.5.8. These conventions also apply to the attributes of the PTCAR and PTMIX elements described below. See Section 8.5 for examples of setting these attributes.

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7.1.2 Cartesian P-point (PTCAR)

A PTCAR allows a P-point to be defined by specifying its position and direction explicitly. A PTCAR has no member elements and has the following attributes: • NUMB - the P-point number • PCON - the connection type • PBOR - the bore of the P-point • PX,PY,PZ - the X, Y, Z coordinates of the P-point • PTCDIR - the direction of the P-point • PSKEY - the pipe fitting (end condition) type to be used by ISODRAFT • DESC - a textual description of the P-point • PURP - the purpose of the P-point PTCDIR must be set as a direction - see Section 8.5.5 for details.

7.1.3 Mixed Type P-point (PTMIX)

A PTMIX allows a P-point to be defined by specifying the position explicitly but using PAXI to specify the direction. A PTMIX has no member elements and has the following attributes: • NUMB - the P-point number • PCON - the connection type • PBOR - the bore of the P-point • PX,PY,PZ - the X, Y, Z coordinates of the P-point • PAXI - the axis of the P-point • PSKEY - the pipe fitting (end condition) type to be used by ISODRAFT • DESC - a textual description of the P-point • PURP - the purpose of the P-point

7.1.4 Position Type P-point (PTPOS)

A PTPOS allows a P-point to be defined by specifying a position expression PTCPOS and using PTCD to specify the direction expression. A PTPOS has no member elements and has the following attributes:

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• NUMB - the P-point number • PCON - the connection type • PBOR - the bore of the P-point • PTCPOS - the position expression • PTCD - the direction expression • PSKEY - the pipe fitting (end condition) type to be used by ISODRAFT • DESC - a textual description of the P-point • PURP - the purpose of the P-point.

7.2 Structural Pointsets (PTSSET)

A PTSSET is a collection of P-line elements (PLINE). P-lines are used in the Catalogue by Profiles and Joints. P-lines are used in the design process to position and orientate Sections (derived from Profiles) and Joints.

Y

XZ

Directionof P-line

X

Y

Position

SECTION

PROFILE

Directionof P-line

of P-line

Positionof P-line

(viewing in-Z direction)

Figure 7-1 2D and 3D Views of a P-line

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Pointsets and Geomsets

A P-line is the structural counterpart of a P-point. It is a line which runs the full length of a Component parallel to its Z axis. Viewed in the XY plane, it appears as a point. This point is its position. A P-line also has a direction. This is not the direction of the line itself (which is always parallel to the Z axis of the Component), but a direction from the line in the XY plane. The position and direction are defined in XY coordinates only. Figure 7-1 shows a two-dimensional view and a three-dimensional view of a P-line on the top of a Section. P-lines may be used in PARAGON to define the position and orientation of the 2D primitives in a Structural Geomset which make up a Profile. They cannot be used to position and orientate the 3D primitives which make up a Joint. One of the P-lines in a Structural Pointset must be designated as the neutral axis p-line. This is used in DESIGN for positioning and orientating the Component. (The neutral axis is the line where there is no stress in bending, and about which the Component bends.) A P-line is designated as the neutral axis by setting the neutral axis reference attribute (NAREF) of the Structural Pointset to the name of the P-line. A PLINE has no member elements and has the following attributes: • PKEY - the P-line identifier key • PX,PY - the X, Y coordinates of the P-line • PLAXI - the axis of the P-line, defining its direction • LEVEL - the drawing level range attribute • CLFLA - the centreline drawing flag attribute • TUFLA - the tube drawing flag attribute • DESC - a textual description of the Pline • PURP - the purpose of the Pline

PKEY is a word attribute which identifies the P-line. It is equivalent to the NUMB attribute of a P-point. PLAXI is a direction, equivalent to the PAXI attribute of a P-point. PKEY must be set as a word. PLAXI must be set as a direction - see Section 8.6.3 for details. PX and PY may be set as values or in terms of parameters. The classes of parameter which may be used depend on whether the P-line is used by a Profile or by a Joint - see Section 4.7 for details. Chapter 8 gives examples of setting these attributes. The settings of LEVEL, CLFLA and TUFLA and the use of the REPRESENTATION command affect whether or not the P-line is drawn by PARAGON. LEVEL is a pair of numbers specifying a range and CLFLA and TUFLA are set to TRUE or FALSE (corresponding to ‘on’ or ‘off’ respectively). The way in which LEVEL, TUFLA and CLFLA and the REPRESENTATION settings interact is discussed in Section 6.2. (The settings of LEVEL, CLFLA and TUFLA also affect whether or not the P-line is drawn in DESIGN.) The primitives in the Geomsets also have LEVEL, CLFLA and TUFLA attributes, which affect whether or not they are drawn in PARAGON and DESIGN. NOTE: A P-line has its own set of axes, which are used in the design process (not in

PARAGON). See the DESIGN Reference Manual for details.

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7.3 3D Geomsets (GMSET)

A GMSET is a grouping of 3D primitive elements which are used to make up Piping Components, Joints and Fittings. It specifies the dimensions, orientation and obstruction geometry of each primitive. The Geomset defines the symbol that is drawn for a particular Component by PARAGON (and DESIGN) and also defines the obstruction geometry of the Component for use when checking for clashes. Each symbol is built up from a combination of the following primitives: • SBOX - rectangular box • BOXI - boxing (used by HVAC and Ducting etc) • SCON - cone • LCYL - cylinder • SCYL - cylinder • SSLC - slope bottomed cylinder • SDIS - disc • SDSH - dish • SLINE - line • LINE - line • LPYR - pyramid • SCTO - circular torus • SRTO - rectangular torus • LSNO - snout • SSPH - sphere • TUBE - tubing • SEXT - user-defined extrusion • SREV - solid of revolution GMSET has no attributes other than the standard ones. Each member element of a 3D Geomset has the following attributes in addition to the standard ones: • LEVEL - the drawing level range attribute • CLFLA - the centreline drawing flag attribute • TUFLA - the tube drawing flag attribute • OBST - the obstruction attribute • DESC - a textual description of the Geomset • GTYP - the generic type of the item for which the Geomset is used • PURP - the purpose of the Geomset

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The settings of LEVEL, CLFLA and TUFLA affect whether the primitive is drawn or not by PARAGON (or DESIGN), as they do for P-lines. See Section 7.2 for details. OBST is a number which defines the obstruction level of the primitive for use by DESIGN’s clash checking facility: • OBST = 0: No obstruction. The primitive will not clash with anything (used for

symbols and negative volumes).

• OBST = 1: ‘Soft’ obstruction. Used for insulation, access volumes, penalty volumes, etc.

• OBST = 2: ‘Hard’ obstruction. DESIGN’s clash checking facility will report hard interference with any item having OBST 1 or 2.

The LEVEL, OBST, CLFLA and TUFLA attributes are common to all primitives. Each primitive also has additional attributes depending on its shape; these are described in the next section.

7.4 3D Geomset Primitives

The following primitive elements are used by 3D Geomsets. They all have the standard attributes and the common attributes LEVEL, CLFLA, TUFLA and OBST.

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7.4.1 Box (SBOX)

SBOX has particular attributes as follows: • PXLE, PYLE, PZLE - box dimensions in X, Y, Z directions • PX, PY, PZ - box coordinates

Figure 7-2 SBOX Catalogue Primitive

7.4.2 Boxing (BOXI)

Components whose GTYPE attribute is TUBE can use BOXI elements to give, for example, implied tube of rectangular cross-section. BOXI elements can be used for modelling ducting, trunking and cable trays.

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BOXI has the following particular attributes: • PXLE - cross-section X-direction length • PZLE - cross-section Z-direction length • PAXI - position and orientation of normal to centre of end face • TVISI - visibility of top face • BVISI - visibility of bottom face

Figure 7-3 BOXI Catalogue Primitive

When implied tube is drawn using BOXI elements, the Y axis of the implied BOXI is set to the PLeave direction of the preceding component. The X axis of the BOXI is set to be mutually orthogonal to the PLeave and the Z axis of the preceding component (which usually corresponds to the X axis of the component). The Z axis of the BOXI is then derived from its X and Y axes (and usually corresponds to the Z axis of the component). A 3D Geomset may contain more than one BOXI element and corresponding P-points may be offset in the X or Z directions. Note for Pipework Designers: If there is no preceding component (that is, if the implied BOXI forms the Head of a Branch), the Y axis will be set to the Parrive of the following component (that is, the first component in the Branch). If there are no components, the BOXI will be set to the orientation of the Zone. (Since Pipe and Branch elements have no coordinate system, this is the lowest level in the design hierarchy from which an orientation can be derived.)

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7.4.3 Cone (SCON)

SCON has particular attributes as follows: • PAXI - direction of axis of cone • PDIS - height of vertex above base • PDIA - diameter of base

Figure 7-4 Cone Catalogue Primitive

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7.4.4 Cylinder (LCYL)

There are three types of cylinder primitive defined in different ways. LCYL is defined by the distances from the origin to the two end faces. LCYL has particular attributes as follows: • PAXI - direction of axis of cylinder • PDIA - diameter of cylinder • PBDI - distance along axis to centre of bottom surface • PTDI - distance along axis to centre of top surface • TVISI - visibility of top face • BVISI - visibility of bottom face

Figure 7-5 Cylinder (LCYL) Catalogue Primitive

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7.4.5 Cylinder (SCYL)

This type of cylinder primitive is defined by the distance to the bottom face from the origin and the height. SCYL has particular attributes as follows: • PAXI - direction of axis of cylinder • PHEI - height of cylinder • PDIA - diameter of cylinder • PDIS - distance along axis to centre of nearest surface • TVISI - visibility of top face • BVISI - visibility of bottom face

Figure 7-6 Cylinder (SCYL) Catalogue Primitive

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7.4.6 Slope-Bottomed Cylinder (SSLC)

This is similar to the SLCY available in the Design Data and has its main use in the modelling of mitred bends. SSLC has the following particular attributes: • PAXI - direction of axis of cylinder • PHEI - height of cylinder • PDIA - diameter of cylinder • PXTS - inclination of top face to X-axis • PYTS - inclination of top face to Y-axis • PXBS - inclination of bottom face to X-axis • PYBS - inclination of bottom face to Y-axis • PDIS - distance from origin • TVISI - visibility of top face • BVISI - visibility of bottom face

PDIS

PHEI

PDIS

ORIG

PAXI

PHEI

PYTS (+n)

PYBS (-n)

PDIA

PAXI

PDIA

X

Y

PXBS (+n) PXTS (-n)

Figure 7-7 Slope-Bottomed Cylinder (SSLC) Catalogue Primitive

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7.4.7 Disc (SDIS)

The Disc primitive is a circular element of zero thickness. SDIS has particular attributes as follows: • PAXI - direction of axis of disc • PDIS - distance along axis to centre of disc • PDIA - diameter of disc

Figure 7-8 Disc Catalogue Primitive

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7.4.8 Dish (SDSH)

This is similar to the DISH available in the Design Data. It allows symbolic modelling of control valves and closer modelling of other Components. SDSH has the following particular attributes: • PAXI - direction of axis of dish • PDIS - distance along axis to centre of top surface • PDIA - diameter of dish base • PHEI - maximum height of dished surface above base • PRAD - corner radius

If PRAD=0 a spherical section dish is drawn, if PRAD>0 an ellipsoidal section dish is drawn.

Figure 7-9 Dish Catalogue Primitive

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7.4.9 Line (LINE)

In addition to the three–dimensional primitive elements, 3D Geomsets may contain Line (LINE). A LINE has one particular attribute: • PTS - a set of numbers (up to six) representing P-point numbers of the P-

points in the corresponding Pointset, which determine the course of the line.

The values held in PTS are set by the SETPoints command, followed by point specifications in which each p–point identifier is preceded by ‘P’ or ‘T’, e.g. P1 P2 T3 P4. When the P-point is preceded by P it is treated in the same way as a point element (POINT) in the Design Data; when preceded by a T it is treated in the same way as a tangent point element (TANP) in the Design Data. (See DESIGN Reference Manual for further details).

7.4.10 Line (SLINE)

In addition to the three–dimensional primitive elements, an alternative to the LINE element is the SLINE. This has two particular attributes: • PTSPOS - Start position expression

• PTEPOS - End position expression

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7.4.11 Pyramid (LPYR)

The main use of this element is in the creation of rectangular reducers for ducting etc. LPYR has the particular attributes as follows: • PAAX - direction of axis normal to top face of pyramid (the A axis):

this is taken to be in the Z direction • PBAX, PCAX - the directions of the two axes perpendicular to the A axis and

mutually perpendicular to define the position of the B and C sides

• PBTP, PCTP - length of top faces in B axis and C axis directions • PBBT, PCBT - length of bottom faces in B axis and C axis directions • PBOF, PCOF - top face offsets in B axis and C axis directions • PTDI - distance from origin to centre of top face along A axis • PBDI - distance from origin to centre of bottom face along A axis • TVISI - visibility of top face • BVISI - visibility of bottom face

Figure 7-10 Pyramid Catalogue Primitive

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7.4.12 Circular Torus (SCTO)

The circular torus is only part of a torus; it is not permitted to subtend more than 180 degrees. It is circular in cross-section. SCTO has particular attributes as follows: • PAAX, PBAX - direction of axes normal to the end faces of the torus • PDIA - diameter of the cross-section of the torus. • TVISI - visibility of top face • BVISI - visibility of bottom face

Figure 7-11 Circular Torus Catalogue Primitive

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7.4.13 Rectangular Torus (SRTO)

The rectangular torus is similar to the circular torus except that it is rectangular in cross-section. SRTO has particular attributes as follows: • PAAX, PBAX - direction of axes normal to the end faces of the torus • PDIA - width of the cross-section of the torus • PHEI - height of the cross-section of the torus • TVISI - visibility of top face • BVISI - visibility of bottom face

Figure 7-12 Rectangular Torus Catalogue Primitive

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7.4.14 Snout (LSNO)

The Snout primitive is a cylindrical element of varying diameter along its length. It may be eccentric or concentric. LSNO has particular attributes as follows: • PAAX - direction of axis normal to top surface of snout (the A axis) • PBAX - offset direction • PTDI, PBDI - distance along A axis to top, bottom surfaces of snout • PTDM, PBDM - diameter of top, bottom surfaces of snout • POFF - the offset/eccentricity of the snout as measured in the PBAX

direction • TVISI - visibility of top face • BVISI - visibility of bottom face

Figure 7-13 Snout Catalogue Primitive

The sizes of the top and bottom surfaces of the snout may be defined in terms of their radii instead of their diameters. • PTRA, PBRA - radius of top, bottom surfaces of snout

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7.4.15 Sphere (SSPH)

SSPH has particular attributes as follows: • PAXI - direction of axis on which centre of sphere lies • PDIS - distance along axis to centre of sphere • PDIA - diameter of sphere

Figure 7-14 Sphere Catalogue Primitive

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7.4.16 Tube (TUBE)

Components whose GTYPE attribute is TUBE can use TUBE Geomset elements to give, for example, implied tube of circular cross-section. TUBE has particular attributes as follows: • PDIAM - tube diameter • TVISI - visibility of top face • BVISI - visibility of bottom face

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7.4.17 User-defined Extrusion (SEXT)

This primitive is generated by extruding a user-defined 2D shape, known as a Loop (SLOO), whose outline is defined by a set of member elements called Vertices (SVER). The lines joining adjacent SVERs form the edges of the SLOO. The extrusion distance is defined by the height of the SEXT to give the final 3D volume. In addition to the attributes defining its position, each SVER can have a radius which applies a convex or concave fillet to the loop at that point. SEXT has particular attributes as follows: • PX, PY, PZ - coordinates of origin of SLOO • PAAX, - directions of axes of SLOO

PBAX (these will define coordinate system for SVERs) • PHEI - distance by which 2D SLOO is extruded to form 3D SEXT SLOO has no special attributes. SVER has particular attributes as follows: • PX, PY - coordinates of vertex • PRAD - fillet radius of loop at vertex position

=Loop (SLOO)

=Vertex (SVER)

PHEI of SEXT

(PX,PY,PZ)of SEXT

PAAX of SEXT

PBAX of SEXT

(PX,PY)of SVER

Figure 7-15 User-defined Extrusion Catalogue Primitive

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7.4.18 Solid of Revolution (SREV)

This primitive is generated by rotating a user-defined 2D shape, known as a Loop (SLOO), whose outline is defined by a set of member elements called Vertices (SVER), through an angle about an axis. The swept angle must be in the range -360 to +360 degrees, 360 degrees giving a solid which is axially symmetrical. In addition to the attributes defining its position, each SVER can have a radius which applies a convex or concave fillet to the loop at that point. SREV has particular attributes as follows: • PX, PY, PZ - coordinates of origin of SLOO • PAAX, - directions of axes of SLOO

PBAX (these will define coordinate system for SVERs) • PANGLE - angle through which 2D SLOO is rotated to form 3D SREV SLOO has no special attributes. SVER has particular attributes as follows: • PX, PY - coordinates of vertex • PRAD - fillet radius of loop at vertex position

= SVER

Y (PBAX)

X (PAAX)

PANGLE

Origin(PX,PY,PZ)

Z

SLOO

Figure 7-16 Solid of Revolution Catalogue Primitive

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7.5 Negative 3D Geomsets (NGMSET) and Negative Primitives

A NGMSET is a grouping of negative 3D primitive elements which are used to represent holes or end preparations for structural items. It specifies the dimensions, orientation and obstruction geometry of each negative primitive. The attributes of NGMSETs are the same as those of their positive equivalents (see Sections 7.3 and 7.4). The Negative Geomset defines the symbol that is drawn for a particular Component by PARAGON (and DESIGN) and also defines the obstruction geometry of the Component for use when checking for clashes. Each symbol is built up from a combination of the following negative primitives: • NSBO - negative rectangular box • NBOX - negative boxing • NSCO - negative cone • NLCY - negative cylinder • NSCY - negative cylinder • NSSL - negative slope bottomed cylinder • NLPY - negative pyramid • NSCT - negative circular torus • NSRT - negative rectangular torus • NLSN - negative snout • NSSP - negative sphere • NTUB - negative tubing • NSEX - negative user-defined extrusion • NSRE - negative solid of revolution • NSRU - negative ruled surface Negative Primitives have the same attributes as the corresponding positive primitives, with the addition of the NAPP (Negative APPlies to) attribute, which controls whether the negative primitive is removed from the item itself, or the attached or owning item. The allowed values are:

-1 Default. See following table:

Item Remove from PJOInt Attached SCTN or GENSEC SJOInt Attached SCTN or GENSEC SUBJoint Attached SCTN or GENSEC SCOJoint Owning PANEl PFITting Owning PANEl COFItting Owning PANEl FITTing Owning SCTN FIXIng Owning GENSEC

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Pointsets and Geomsets

0 Negative Primitive will not be removed from anything. 1 Negative Primitive will be removed from Attached item 2 Negative Primitive will be removed from Owner 4 Negative Primitive will be removed from the item itself 7 Negative Primitive will be removed from all items.

The positive values can be combined so that the hole will be created in more than one item. For example, NAPP=6 means that the volume will be removed from the item itself and the item’s owner. The following table shows what Attached and Owner mean for items that can referenced NGMSEs.

Item Attached Owner PJOInt Attached SCTN or GENSEC - SJOInt Attached SCTN or GENSEC Owning SCTN or GENSEC SUBJoint - Owning PCOJ/SCOJ SCOJoint - Owning SCTN or GENSEC PFITting - Owning PANEl COFItting - Owning PANEl FITTing - Owning SCTN FIXIng - Owning GENSEC

For example, if a SUBJoint references a NGMSE which contains an NSBOX with NAPP=1, the NSBOX will be removed from the Subjoint’s attached Section.

7.6 Structural Geomsets (GMSSET)

A GMSSET is a grouping of 2D primitive elements used to make up structural Profiles. It specifies the dimensions, orientation and obstruction geometry of each primitive. The Geomset defines the symbol that is drawn for a particular Component by PARAGON (and DESIGN) and also defines the obstruction geometry of the Component for use when clash checking. Each symbol is built up from a combination of the following three types of primitive: • SREC - rectangle • SANN - annulus • SPRO - user-defined profile Like the member elements of a 3D Geomset, each member element of a Structural Geomset has LEVEL, CLFLA, TUFLA and OBST attributes.

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NOTE: For correct clash detection, the maximum number of primitives with OBST set to 1 or 2 in any GMSSET is 20; the order of these in the members list is not important. See the DESIGN Reference Manual for details of the best way of setting up Component data so as to minimise processing time for clash detection.

The primitives have additional attributes as described in the next section.

7.7 Structural Geomset Primitives

The following primitive elements are used by Structural Geomsets. They all have the standard attributes and the common attributes LEVEL, CLFLA, TUFLA and OBST. The additional particular attributes of each element are as described below. Note that each 2D primitive has effectively two types of positional attributes which allow its geometry to be changed progressively as it is extruded in space to create a 3D design element (such as a structural SCTN or GENSEC element). The P... attributes define the geometry at the Start of an extruded section, while the D... attributes define the change in that geometry between the Start and End of the extruded section.

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7.7.1 Structural Rectangle (SREC)

SREC has particular attributes as follows: • PXLE, PYLE - rectangle dimensions in X, Y directions • DXLE, DYLE - difference in rectangle dimensions in X, Y directions for

tapered sections • PX, PY - coordinates of centre of rectangle • DX, DY - offset of coordinates of centre of rectangle between ends of

section • PLAXI - direction of Y axis of rectangle

PX

PY

Y

X

PYLEN

PLAXIS

PXLEN

Figure 7-17 SREC Catalogue Primitive

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7.7.2 Structural Annulus (SANN)

SANN has particular attributes as follows: • PX, PY - coordinates of centre of annulus • DX, DY - offset of coordinates of centre of annulus between ends of

section • PRAD - external radius • DRAD - change of external radius between ends of section • PWID - width of annulus • DWID - change of width between ends of section • PANG - angle subtended by annulus • PLAXI - start angle NOTE: PANG must be in the range -180_ to +180_. Positive angles are anticlockwise

when the primitive is viewed in the -Z direction.

PWIDTH

PANGLE

PLAXIS

PX

PY

X

Y

PRADIUS

Figure 7-18 SANN Catalogue Primitive

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7.7.3 Structural Profile (SPRO)

This element represents a user-defined 2D shape whose outline is defined by a set of member elements called Structural Profile Vertices (SPVE). The lines joining adjacent SPVEs form the edges of the SPRO. In addition to the attributes defining its position, each SPVE can have a radius which applies a convex or concave fillet to the profile at that point. SPRO has particular attributes as follows: • PLAXI - direction of Y axis of profile (this defines coordinate system for

SPVEs) SPVE has particular attributes as follows: • PX, PY - coordinates of vertex • DX, DY - offset of coordinates between start and end of a tapered section • PRAD - fillet radius of profile at vertex position • DRAD - change of fillet radius of profile at vertex position between ends

of section

PX

PY

Y

X

SPRO

SPVE

SPVE (PRAD set to positive value)

(PRAD zero)

SPVE SPVE

SPVE

PLAXIS

Figure 7-19 SPRO and SPVE Catalogue Primitives

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8 Manipulating the Catalogue Database

This chapter describes how to create and manipulate the member elements of the PDMS Catalogue database.

8.1 Basic Element Operation Commands

Querying:

QUERY e.g. QUERY ATTRIBUTES

Creation, deletion etc:

NEW e.g. NEW SECTION DELETE e.g. DELETE SREC REORDER e.g. REORDER 5 BEFORE 3 COPY e.g. COPY /VALVES2-1 RENAME e.g. RENAME /UEANGLE80 /UEANGLE100 INCLUDE e.g. INCLUDE SCOM 6 OF /FLAN300 BEFORE 2

Implicit element referencing:

OLD END SAME CE OWNER GOTO e.g. GOTO PTREF

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List position changing:

FIRST (Can be just command word by itself or followed by element LAST type, for example FIRST LCYL) NEXT PREVIOUS number list position number, e.g. ‘5’

Standard attribute setting

NAME UNNAME LOCK UNLOCK

These commands are those which are common to all ‘constructor’ modules of PDMS and some are used in this chapter without further explanation. However, the element types which the above commands operate on relate to the Catalogue database rather than the Design database (so, for example, NEXT SITE is meaningless in PARAGON).

8.2 Creating Catalogues, Sections and Catalogue Components

Catalogues and Sections are created using the NEW command. You would normally also specify names by which you can recognise and refer to the elements created. For example:

NEW CATA /ANSI-CATALOGUE

will create a Catalogue with the name /ANSI-CATALOGUE in the Catalogue database. NEW SECT /FLANGES NEW STSEC /PROFILES

will create a Piping Section with the name /FLANGES and a Structural Section with the name /PROFILES. Similarly,

NEW CATEG /ANSI-B16.5-CLASS-300-BLIND-FLANGES NEW STCAT /UNIVERSAL-BEAM

will create a Piping Category and a Structural Category with the names given. A Catalogue Component is represented by one of the Component elements SCOM, SPRF, SJOI, SFIT (see Section 4.8).

NEW SCOM

will create a Piping Component with unspecified component parameters, the values of which may be set later.

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If the Component is to be named, this can be done at the same time; for example, NEW SFIT /EKAA2VEE

The attributes of the Component (see Section 4.8) are set simply by following the attribute with the word, name or value(s) to be assigned to it. For example:

NEW SCOM GTYPE ELBO PTREF /PSE1 GMREF /GSE1 PARAM 20 19.1 12.7 37.1 BWD

The above commands create a Piping Component, of generic type ELBO, which is defined by 3D Pointset /PSE1 and 3D Geomset /GSE1, and which has the five component parameters shown. The Pointset and Geomset which are referred to by name must already exist; they would have been created by the commands

NEW PTSET /PSE1 NEW GMSET /GSE1

All five component parameters have been given values using a single command line, but they can be given values individually by using commands such as

PARAM[1] 20 PARAM{2] 19 ... etc.

NOTE: You can only use the PARAM[number] syntax to change the value of a parameter which has already been set.

This facility allows component parameter definitions to be ‘edited’. (Caution: If you delete a COMP which is referred to by a SPCO - via the CATREF attribute of a design component - this reference will be lost.). The use of component parameters and the other classes of parameter is discussed and illustrated in the next section. NOTE: If you give a PARAM command with, say, four values as a single command line,

PARAGON sets the values of the first four component parameters and deletes all the rest.

You may define default values which PARAGON will use if you are working with a Component whose component parameters have not been set up. See Section 4.7 for details. The attributes of a Component may be queried by a

QUERY ATTRIBUTES

command, or may be queried individually by name. Component parameters can be queried as a set by using the command

QUERY PARAMETERS

or singly by using commands such as QUERY PARAMETER[1] QUERY PARAMETER[2] etc.

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8.3 Using Parameters

8.3.1 Introduction

Piping Components, Profiles and Fittings each use one type of Pointset and one type of Geomset. Joints use both types of Pointset and one type of Geomset. The attributes of Pointsets and Geomsets may be defined in terms of parameters, set either explicitly or as real expressions (which may themselves incorporate the current settings of other parameters). (The classes of parameter which may be used depend on the class of Component - see Section 4.7 for details.) For example, the bore of a P-point could be defined by entering

PBORE (PARAM[1])

This means that the value assigned to the bore of the P-point is the value of the first component parameter. The Y dimension of a box in a 3D Geomset used by a Joint could be defined as the expression

PYLEN (APARAM[2] + 3)

This means that the Y dimension of the box is to be given a value in the design process, taken from the Section to which the Joint is attached. The value of the Y dimension of the box is the value of the second component parameter of the attached Profile plus 3 mm. The use of parameters makes it possible to use the same Pointsets and Geomsets for large numbers of catalogue items. For example, there may be families of tees, valves, I-beam profiles etc., each family containing items which are geometrically similar. In this way, the Catalogue size and the effort needed to prepare input data are minimised. Examples of the parameterisation of typical Components are given later in this chapter. The values assigned to parameters, the uses to which they are put, and the number of parameters used, are arbitrary, depending only on the skill and experience of the user, except in the special case of a Piping Component which represents implied tubing (GTYPE attribute set to TUBE) and which has no Geomset. In this case, component parameter 2 must be the outside diameter. If the tube is to be insulated, insulation parameter 1 must be twice the thickness of the insulation. Note on the use of Insulation Parameters: Insulation parameters may be used in two ways. They may be used in an additive manner to increase the diameter or length of a primitive or, if there is a significant change in the geometry from the uninsulated to the insulated form, they may be used to define a new primitive. Where there is no insulation, the insulation parameters will be zero, yielding a primitive of zero diameter (but probably non-zero length).

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8.3.2 Expressions Using Parameters

Any expression which includes parameters and which evaluates to a real result may be built into definitions of Pointsets and Geomsets. For example:

PDIA (4.5 * PARA[2]) PDIS (-PARA[2]) PBOR (PARA[7] + IPARA[1]) PHEI (PARA[2] + 50) PDIS (APARA[2] - PARA[7]) PDIA (-(PARA[1] - PARA[5])) PX (2 * OPARA[3]) PTDIS (PARA[2] * DESP[5]) PHEI (PARA[4] / ODESP[1]) PZ (5 * (ADESP[3] * PARA[9]) PDIS (3.1 * (PARA[1] + HEIG)) PHEI (PARA[1] * TAN (ANGL / 2))

(For the full range of expression syntax available, see the Plant Design Software Customisation Guide.)

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8.4 Examples of Parameterisation

Example 1 A Slip-On Flange

Figure 8-1 Example of Parameterisation for a Slip-On Flange

A slip-on flange can be parameterised using five component parameters, as shown in Figure 8-1. • PARAM 1 - PBORE • PARAM 2 - Outside Diameter • PARAM 3 - Thickness • PARAM 4 - Connection Type at P1 • PARAM 5 - Connection Type at P2

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Example 2 A Reducing Tee

Figure 8-2 Example of Parameterisation for a Reducing Tee

A reducing tee might be parameterised using 12 component parameters, as shown in Figure 8-2. • PARAM 1 - Nominal bore of main run (PBOR1) • PARAM 2 - Outside diameter of main run • PARAM 3 - Nominal bore of branch (PBOR3) • PARAM 4 - Outside diameter of branch • PARAM 5 - Half overall length of main run • PARAM 6 - Standout length of branch run • PARAM 7 - Connection type of main run • PARAM 8 - Connection type of branch run • PARAM 9 - Flange diameter of main run • PARAM 10 - Flange thickness of main run • PARAM 11 - Flange diameter of branch run • PARAM 12 - Flange thickness of branch run Other families of tees could be defined as follows: • Equal and reducing welded tees using parameters 1-8 • Equal and reducing flanged tees using all the parameters

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Example 3 A Universal Beam Profile

Figure 8-3 Example of Parameterisation for a Universal Beam Profile

A Universal Beam Profile might be parameterised using four component parameters, as shown in Figure 8-3. • PARAM 1 - Overall height of Profile • PARAM 2 - Flange width • PARAM 3 - Web thickness • PARAM 4 - Flange thickness

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Example 4 An Angle Joint

Figure 8-4 Example of Parameterisation for an Angle Joint

An Angle Joint might be parameterised using three component parameters and two attached parameters, as shown in Figure 8-4. • PARAM 1 - Overall height of angle leg • PARAM 2 - Overall length of angle foot • PARAM 3 - Thickness of leg and foot

• APARA 1 - Height of profile of attached Section • APARA 2 - Width of flange of attached Section

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8.5 Constructing 3D Pointsets

A 3D Pointset defines the connection information of a Piping Component, Joint or Fitting as explained in Section 7.1. For the three types of P-point elements which may be contained in a 3D Pointset, you must define the following attributes:

PTAXI

• A P-point number (NUMB) • An axis direction (PAXI) (parallel to X, Y, Z or in the XY, YZ or ZX plane) • A distance along the specified axis (PDIS)

If the Pointset is used by a Piping Component, you may optionally define the attributes: • Connection type (PCON) • Bore (PBOR) • P-point symbol key (PSKEY) (see Section 8.5.8)

PCON and PBOR are meaningless if the Pointset is used by a Joint or Fitting.

Figure 8-5 Example of three Axial P-Points

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PTCAR

• A P-point number (NUMB) • An axis direction (PTCDIR) (in any plane) • An explicit position (PX, PY, PZ) (explicit coordinates)

If the Pointset is used by a Piping Component, you may optionally define the attributes: • Connection type (PCON) • Bore (PBOR) • P-point symbol key (PSKEY) (see Section 8.5.8)

PCON and PBOR are meaningless if the Pointset is used by a Joint or Fitting.

Figure 8-6 Example of two Cartesian P-Points

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PTMIX

• A P-point number (NUMB) • An axis direction (PAXI) (parallel to X, Y, Z or in the XY, YZ or ZX plane) • An explicit position (PX, PY, PZ) (explicit coordinates)

If the Pointset is used by a Piping Component, you may optionally define the attributes: • Connection type (PCON) • Bore (PBOR) • P-point symbol key (PSKEY) (see Section 8.5.8)

PCON and PBOR are meaningless if the Pointset is used by a Joint or Fitting.

Figure 8-7 Example of two Mixed P-Points

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8.5.1 Example of Defining a 3D Pointset

A suitable 3D Pointset for the reducing tee shown in Figure 8-2 would be created as follows:

NEW PTSET /RTPTSE Create new 3D Pointset NEW PTAX Create axial P-point element NUMBER 1 P1 PAXI -Y Direction of P1 along negative Y axis PDIS (PARA[5]) Distance along axis from P0 = half overall length PCON (PARA[7]) Connection type at P1 PBOR (PARA[1]) Nominal bore at P1 NEW PTAX NUM 2 PAXI Y PDIS (PARA[5]) PCON (PARA[7]) PBOR (PARA[1]) NEW PTAX NUM 3 PAXI X PDIS (PARA[6]) PCON (PARA[8]) PBOR (PARA[3])

Notice how all the P-point attributes may be defined on one line. The last P-point (P3) could alternatively be defined as a Cartesian P-point:

NEW PTCAR NUM 3 PCON (PARA[8]) PBOR (PARA[3]) PX (PARA[6]) PY 0 PZ 0 PTCDIR X

Further examples of the construction of typical 3D Pointsets are given in Appendix C. Reference information concerning the setting up of the P-point attributes is given in the following subsections.

8.5.2 Defining an Axis

The PAXI attribute of a P-point can be defined in one of two ways: • by a direction letter, e.g. PAXI Z

• by an angle in the XY plane (see below). You can specify the angle as - a number - DDANGLE - a parameter - TWICE a parameter

The classes of parameter which you can use depend on the class of the Component which uses the P-point - see Section 4.7 for details. If you do not define the axis, PAXI Y is assumed.

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Figure 8-8 P-point Axis Definition

8.5.3 Defining a Distance

Distance in a PTAXI element is defined by the PDISTANCE keyword (minimum abbreviation PDIS) followed by a value or a parameter function. For example:

PDIS 100 sets P-point position to 100 units along defined axis

PDIS (PARAM[1]) sets P-point position to (value of first component parameter) units along defined axis

If you do not define the distance, a value of zero is assumed. For the reducing tee shown in Figure 8-2, the position of P-point 3 could be defined by the commands:

PAXI X PDIS (PARAM[2])

since PARAM 2 is the dimension called ‘height’.

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8.5.4 Defining an Explicit Position

Position in a PTCAR element and a PTMIX element is defined by the PX, PY and PZ keywords, each followed by a value or a parameter function. For example:

PX 100 sets P-point X coordinate to 100

PY (0.5 * APARA[3]) sets Y coordinate to (0.5 times value of third attached parameter) units

PZ (PARA[2] * SIN (ANGLE / 2)) sets Z coordinate to (second component parameter times sine of half design angle) units

If you do not define a coordinate, a value of zero is assumed.

8.5.5 Defining a Direction

Direction in a PTCAR element is defined by the PTCDIRECTION keyword (minimum abbreviation PTCDIR), followed by the direction specified in terms of the X, Y, Z axes and rotations towards those axes. For example:

PTCDIR X45Y - direction is along the X axis, rotated 45 degrees towards the Y axis

PTCDIR X(ANGL / 2)Y45U - includes an expression for the Y component

For other examples, see Figure 8-6. Note that any one, any two, or all three of X, Y, Z may be present in the PTCDIR command line, in any order. The rotation value may be positive, negative or absent altogether (i.e. zero). If you do not define the direction, DIR Y is assumed.

8.5.6 Defining Connection, Bore and Number

These three attributes are common to all three types of P-point elements, and are set by the PBORE, PCONNECTION and NUMBER (minimum abbreviations PBOR, PCON, NUM) commands respectively. PBOR and PCON may be set as parameter functions as well as words. Examples:

PBORE (0.5 * PARAM[2]) PCONN BWD PCONN (PARAM[7]) NUMBER 3

If you do not define the bore or the P-point number, a value of zero is assumed.

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8.5.7 Controlling the Appearance

How a P-point is drawn depends on the REPRESENTATION settings. This is discussed in Section 6.2.

8.5.8 Specifying Pipe End Conditions for use by ISODRAFT

The symbol used by ISODRAFT to represent a particular piping component on an isometric drawing is determined by the symbol key (SKEY attribute setting) for that component. (See the ISODRAFT Reference Manual for a full explanation of this concept.) By default, each SKEY has associated with it a standard end condition (showing the pipe connection type) which applies to each of the component’s connection points. The end condition for any individual connection point may be modified, if required, by setting the PSKEY attribute of the corresponding P-point to a PDMS word chosen from the following:

BW Butt Weld CP Compression FL Flange SC Screwed SW Socket Weld PL Plain

The effect of setting PSKEY to one of these words for a P-point of type PTAXI, PTCAR or PTMIX is that ISODRAFT will then add the symbolic representation of the specified end condition to the symbol derived from the corresponding SKEY when it plots an isometric drawing showing the component. The default setting for PSKEY is always NULL, which means that ISODRAFT plots only the standard end conditions for the symbol. Note that the effect is additive, so that ISODRAFT superimposes any user-specified end condition (derived from a non-Null PSKEY setting) on top of any end condition which forms part of the standard symbol associated with the SKEY. The use of the PSKEY facility is, therefore, applicable mainly to components which do not have other end conditions already defined, particularly those associated with user-defined symbols (as detailed in the ISODRAFT Reference Manual).

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8.6 Constructing Structural Pointsets

A Structural Pointset defines the connection information of a Profile or Joint as explained in Section 7.2. A Structural Pointset has a neutral axis reference attribute in addition to the standard attributes, and contains P-lines.

8.6.1 Example of Defining a Structural Pointset

A suitable Structural Pointset for the Profile shown in Figure 8-3 would be created as follows:

NEW PTSSET /UBPTSE Create new Structural Pointset NEW PLIN /UB-TOS Create P-line element for top of steel PKEY TOS Define key PLAXI Y Direction of P-line along positive Y axis PY (0.5 * PARA[1]) Distance in Y direction from component origin =

half overall height. (There is no need to set PX, because it is zero.)

CLFLA TRUE Display P-line in centreline representation TUFLA FALSE but not in tube representation NEW PLIN /UB-BOS Create new P-line element for bottom of steel PKEY BOS PLAXI -Y PY (-0.5 * PARA[1]) CLFLA TRUE TUFLA FALSE

NEW PLIN /UB-NA - Create new P-line element for neutral axis PKEY NAXI PLAXI Y CLFLA TRUE TUFLA FALSE

END Make the Structural Pointset the current element NAREF /UB-NA Define neutral axis reference

Notice how all the P-line attributes may be defined on one line. Reference information concerning the setting up of the P-line attributes is given in Sections 8.6.3 to 8.6.6.

8.6.2 The Neutral Axis Reference

The neutral axis reference identifies a P-line in the Structural Pointset. It is set by the NAREF command. The attribute is usually set to the name of the P-line, but may be set to the P-line’s number in the member list of the Pointset. For example:

NAREF /UB-NA Sets neutral axis reference to the P-line called /UB-NA

NAREF 3 Sets neutral axis reference to the third P-line of the Structural Pointset

If you do not set NAREF, DESIGN will make an assumption about where the neutral axis is. You are strongly recommended to set the neutral axis reference in the Catalogue.

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DESIGN will use as the neutral axis the first P-line in the Structural Pointset which has a PKEY value of NA, if any. Failing that, it will choose the first P-line with a PKEY value of NAXI, and failing that, it will choose the first P-line with a PKEY value of ZAXI. If there are no P-lines with a PKEY value of NA or NAXI or ZAXI, DESIGN will assume that the neutral axis of the Component lies at the component origin and has a direction along the positive Y axis.

Figure 8-9 P-line Axis Definition

8.6.3 Defining an Axis

The PLAXI attribute of a P-line can be defined in one of two ways: • by a direction letter, e.g. PLAXI Y

• by an angle in the XY plane (see below). You can specify the angle as - a number - DDANGLE - a parameter - TWICE a parameter

The classes of parameter which you can use depend on the class of the Component which uses the P point - see Section 4.7 for details.

If you do not define the axis, PLAXI Y is assumed.

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8.6.4 Defining a Position

Position in a P-line element is defined by the PX and PY keywords, each followed by a value or a parameter function. For example:

PX 50 sets P-line X coordinate to 50

PY (0.5 * DESPAR[2]) sets P-line Y coordinate to 0.5 * (value of second design parameter) units

If you do not define a coordinate, a value of zero is assumed.

8.6.5 Defining a Key

A P-line is identified by its key in the same way as a P-point is identified by its number. The key is defined by the PKEY keyword followed by a word. For example:

PKEY TOS sets P-line key to TOS

PKEY may be set to any desired word value. Typical values are: TOS Top of steel, for a P-line at the top of the

Profile BOS Bottom of steel, for a P-line at the bottom of

the Profile NA, NAXI or ZAXI Neutral axis P-line

8.6.6 Controlling the Appearance

Whether a P-line is drawn or not depends on the settings of its LEVEL, TUFLA and CLFLA attributes, and the REPRESENTATION settings. How a P-line is drawn also depends on the REPRESENTATION settings. See Section 6.2 for details.

8.7 Constructing 3D Geomsets

A 3D Geomset is a grouping of the primitive elements which make up a Piping Component, Joint or Fitting. It specifies the dimensions, orientation and obstruction geometry of each primitive. The Geomset defines what is drawn for a particular Component by PARAGON (and other PDMS modules), and also defines the obstruction geometry of the Component for use when clash checking. Each Component is built up from a combination of three-dimensional primitives, as listed in Section 7.3. Creating a Geomset consists of creating the relevant member primitives and setting the attributes for each primitive. For each primitive the OBST attribute must be set, whilst for a primitive that is required to be drawn the LEVEL, TUFLA and CLFLA attributes must also be set. (See Chapter 6 and the DESIGN Reference Manual for details of these attributes.) 3D Geomset elements and their attributes are listed in Section 7.4.

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NOTE: Only the first 20 primitives in a Geomset with OBST values of 1 or 2 are considered by DESIGN’s clash checking facility.

By using the TUFLA and CLFLA flags, you can create two different drawings of a Component, a double-line representation (tube) and a single-line ‘stick’ representation (centreline). To define the tube representation for the tee shown in Figure 8-2 (with clash geometry) the commands shown below could be used. (The P-points in the following examples relate to the Pointset defined in section 8.5.1.)

NEW GMSET /RTGMSE Create new 3D Geomset NEW SCYL Create cylinder primitive PAXI -Y Direction of axis on which SCYL origin lies PDIS (PARA[5]) Distance of SCYL origin from tee origin = half

overall length PDIA (PARA[2]) Outside diameter of main run PHEI (-2 * PARA[5]) Height of SCYL OBST 2 Set obstruction value as ‘hard’ TUFL TRUE CLFL FALSE Set drawing flags NEW SCYL PAXI X PDIS 0 PHEI (PARA[6]) PDIA (PARA[4]) OBST 2 TUFL TRUE CLFL FALSE

To define the centreline representation for the tee (with welded joints), the following commands could be used. Figure 8-10 shows the symbol produced. The illustration is drawn with REPRESENTATION PPOINTS ON LENGTH 0 NUMBERS ON. The P-points are thus displayed as dots, but they cannot be seen because they lie on the displayed LINEs.

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Figure 8-10 Centreline Representation of a Reducing Tee

NEW SSPH Create sphere primitive (to represent weld) PAXI -Y Direction of axis on which sphere origin lies PDIS (PARA[5]) Distance of sphere origin from tee origin = half

overall length PDIA (0.1 * PARA[1]) Sphere diameter relative to bore size OBST 0 Clash checking to ignore item TUFLA FALSE CLFL TRUE Set drawing flags NEW SSPH PAXI P2 Set axis direction and origin in terms

of P-point 2 PDIS 0 PAXI P2 PDIS 0 is equivalent to

PAXI Y PDIS (PARA[5])) PDIA (0.1 * PARA[1]) OBST 0 CLFL TRUE NEW SSPH PAXI P3 PDIS 0 PDIA (0.1 * PARA[3]) OBST 0 CLFL TRUE NEW LINE P3 P0 Define line elements OBST 0 CLFL TRUE DIAM 1 NEW LINE P1 P2 OBST 0 CLFL TRUE DIAM 1

Note how a P-point has been used to define an axis direction and origin for a primitive - see the Reference Section at the end of this chapter for details.

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To put the flanges on the tee the first two representations (as given above) would remain the same but the centreline representation would not need the SSPH elements (which represent the welds). The latter are replaced by using the following commands to represent the flanged connections:

NEW SCYL PAXI P1 PHEI (-PARA[10]) PDIA (PARA[9]) PDIS 0 OBST 2 CLFL TRUE TUFL TRUE NEW SCYL COPY PREV PAXI P2 NEW LCYL PAXI P3 PTDI 0 PBDI (-PAR[12]) PDIA (PAR[11]) OBST 2 CLFL TRUE TUFL TRUE

8.8 Constructing Structural Geomsets

A Structural Geomset is a grouping of the 2D primitive elements which make up a Profile. Like the 3D Geomset, it specifies the dimensions, orientation and obstruction geometry of each primitive. It also defines the symbol that is drawn for a particular Component and the obstruction geometry of the Component. The Profile is built up from a combination of Structural Rectangles (SREC) and Structural Annuli (SANN), as described in Section 7.6. Structural Geomset elements and their attributes are listed in Section 7.7. To define the tube representation for the Profile shown in Figure 8-3, the commands shown below could be used. A simplified clash geometry for the Profile is specified by defining a bounding box for the Profile with ‘hard’ obstruction and giving the primitives of the Profile itself ’no obstruction’. The P-lines used are those defined in Section 8.6.1.

NEW GMSSET /UBGMSS Create new 2D Geomset NEW SRECT Create rectangle primitive for web PXLE (PARA[1]) Web thickness PYLE (PARA[1] - 2 * PARA[4]) Web length (PX and PY are zero, so there is no need to set them) PLAXI Y Direction of axis of rectangle TUFL TRUE CLFL FALSE Set drawing flags OBST 0 Set obstruction value as ‘none’ NEW SRECT Create rectangle primitive for upper flange PXLE (PARA[2]) PYLE (PARA[4]) Flange length and thickness PY (0.5 * (PARA[1] - PARA[4])) Position of rectangle origin PLAXI Y Direction of axis of rectangle TUFL TRUE CLFL FALSE Set drawing flags OBST 0 Set obstruction value as ‘none’ NEW SRECT Create rectangle primitive for lower flange PXLE (PARA[2]) PYLE (PARA[4]) PY (-0.5 * (PARA[1] - PARA[4])) PLAXI Y TUFL TRUE CLFL FALSE OBST 0 NEW SRECT Create rectangle which bounds the Profile PXLE (PARA[2]) PYLE (PARA[1])

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PLAXI Y TUFL FALSE CLFL FALSE Set both drawing flags ‘off’ OBST 2 Set obstruction value as ‘hard’

A P-line may be used to define an axis direction and position for a primitive. The example below shows how the upper flange could be positioned and orientated using a P-line. See the Reference Section at the end of this chapter for details.

PLAXI TOS Set axis direction and origin in terms of P-line TOS

PY (-0.5 * PARA[4]) Position of rectangle origin relative to position of P-line

8.9 Reference Section

8.9.1 Parameter-Controlled Attributes

The following attributes of P-points, P-lines and Geomset primitives may be set equal to parameters or functions of parameters (as well as to constant values):

PDIStance PBDIstance PTDIstance

PBBT PBTP PCBT PCTP

PDIAmeter PBDMeter PTDMeter

PRADius PBRAdius PTRAdius PWIDth PANGle

POFFset PBOFfset PCOFfset

PX PXLEngth PY PYLEngth PZ PZLEngth

PBORe PCONnect PHEIght

PXTShear PYTShear PXBShear PYBShear

8.9.2 Axial Attributes

Axial attributes of both 3D and 2D primitives define a position and a direction. An axial attribute of a 3D primitive may be specified as a direction in one, two or three dimensions or as a P-point. Similarly, the axial attribute of a 2D primitive may be specified as a direction in one or two dimensions or as a P-line. If an axial attribute of a 3D primitive is specified as a P-point, the direction of the axis is taken to be the direction of the P-point, and the origin of the axis to be the position of the P-point. If the axial attribute is specified as a direction, the origin of the axis is taken to be the component origin, i.e. the position of P-point 0.

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Examples: PAAX -P2 sets PAAX to be opposite the direction of P-point 2 with

its origin at the position of the P-point PBAX X34-Y sets PBAX to the given direction from the component

origin PCAX X45Y30Z sets PCAX to the given direction from the component

origin PAXI X DDANG Z takes the Design DDANGLE and calculates the

direction accordingly Syntax:

>--+- PAXIs --. | | |- PAAXis -| | | |- PBAXis -| | | ‘- PCAXis -+- sign -. | | ‘--------+- P - number -------------------------------. | | ‘- <axis> -+- value -----. | | | | |- <expres> --+- sign -. | | | | | | ‘--------+- <axis> -| | | ‘---------------------------------+-->

where <axis> is

>--+-- X --. | | |-- Y --| | | ‘-- Z --+-->

If the axial attribute of a 2D primitive is specified as a P-line, the direction of the axis is taken to be the direction of the P-line, and the origin of the axis to be the position of the P-line. If the axial attribute is specified as a direction or direction expression, the origin of the axis is taken to be the component origin. Examples:

PLAX PLIN NAXI sets PLAX to be the direction of the P-line whose PKEY attribute is NAXI; the origin of the axis is at the position of the P-line

PLAX X60-Y sets PLAX to the given direction from the component origin

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Syntax:

>- PLAXis -+- sign -. | | ‘--------+- PLINe - <plkey> -------------------------. | | ‘- <axis> -+- value-----. | | | | |- <expres> -+- sign -. | | | | | | ‘--------+- <axis> -| | | ‘--------------------------------+-->

where <axis> is

>--+-- X --. | | ‘-- Y --+-->

and <plkey> is the PKEY attribute of the P-line.

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9 Other Uses of PARAGON

PARAGON is used to set up: • Detailing Text and Material Text • Connection Tables and Bolt Tables • Unit Types • General Text • User-defined Nominal Dimensions.

9.1 Detailing Text

Detailing Text (SDTE) elements contain descriptive text relating to a Component, which is used during the construction of drawings, reports, take-off sheets etc. An SDTE element exists at the same level in the Catalogue database hierarchy as a Component element (i.e. it is a member of a Section or Category) and is referred to from SPCOM elements in the Specification. An SDTE element (which will usually be named) is created simply by typing, for example:

NEW SDTE /C/T1

The text itself exists as an attribute of the SDTE element; namely one of the attributes RTEX, STEX or TTEX. The text is input simply by typing the attribute name followed by the text itself in quotes; for example:

STEX ’21DD-JJOOA2 12.31’

The choice of attribute name depends on the PDMS module which is to use the related text. STEX and TTEX are used primarily by the detailing interface modules, and the attribute to be used will be specified from that module. The format of the text depends on the detailing module in use - see the appropriate Reference Guide for details. RTEX is used by ISODRAFT, which also uses another SDTE attribute, SKEY. SKEY is a four-character code which represents a geometric description of the associated Component type. RTEX and SKEY must be set in order for ISODRAFT to work correctly. A typical pair of commands would be:

RTEX ’COUPLING - SOCKET WELD 3000LB’ SKEY ’COSW’

(The SKEY codes are fixed for a given element type - see the ISODRAFT Reference Guide for a list.)

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9.2 Material Text

Material Text (SMTE) elements contain descriptive text describing the material(s) from which the physical component is constructed, and is used during the construction of drawings, reports, take-off sheets etc. An SMTE element exists at the same level in the Catalogue database hierarchy as a Component element (i.e. it is a member of a Section or Category) and is referred to from SPCOM elements in the Specification. An SMTE element (which will usually be named) is created simply by typing, for example:

NEW SMTE /5L-S-80

The text itself exists as an attribute of the SMTE element; namely one of the attributes XTEX, YTEX or ZTEX. The text is input simply by typing the attribute name followed by the text itself in quotes, for example:

XTEX ’SCM.80 API 5L GR.B SMLC’

The choice of attribute name depends on the PDMS module which is to use the related text, the attribute to be used being specified from that module. XTEX is used by ISODRAFT.

9.3 Connection Compatibility Tables

The Connection Compatibility Table (element name CCTA) holds a list of all the compatible connection types for Piping Components in a set project. A CCTA is an administrative element which exists at the same level as CATA in the hierarchy. A CCTA has Connection Compatibility (COCO) elements as its members, each of which has a pair of coded connection types stored as its CTYPE attribute. These connection types are those referred to in the PCON attribute of a Piping Component’s P-points. The commands below give an example of the setting up of a typical connection table.

NEW CCTA NEW COCO /WELDWELD CTYPE WELD WELD (weld to weld) NEW COCO /SCRDSCRD CTYPE SCRD SCRD (screwed to screwed) NEW COCO /WELDBW CTYPE WELD BW (weld to butt weld)

Note that ISODRAFT uses the connection codes to derive bolting requirements, and so the connection codes used must conform to certain standards - see Appendix B and the ISODRAFT Reference Guide for details. Setting up the Connection Compatibility Table should be one of the first tasks to be carried out when commencing a design project using PDMS.

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9.4 Bolting Tables

The Bolt Table hierarchy contains information describing the nature of the bolted connections of Piping Components in a project. Although the Bolt Table is part of the Catalogue database, and so must be set up using PARAGON, it has been designed for the exclusive use of ISODRAFT and so is described in detail in the ISODRAFT Reference Guide; only a summary is presented here. Element creation and attribute setting is done in the usual way. The Bolt Table hierarchy is illustrated below:

WORLD

CCTAB CATA BLTABSPWL UNITS

BLIST LTAB

SBOLT DTAB

SECT

BTSE

BLTP

The element types are as follows: • BTSE - the Bolt Set is the administrative element for catalogue component bolting

information. It owns Bolt P-point (BLTP) elements.

• BLTP - the Bolt P-point stores the bolting information for an individual bolt for a particular type of flange. It has the following attributes:

NUMBER - the bolt hole number in the bolt circle BDIA - the bolt diameter BTHK - the bolt length BTYPE - the type of bolt

• BLTA - the Bolt Table is an administrative element.

• BLIS - the Bolt List is an administrative element which groups together Standard Bolt (SBOL) elements.

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• SBOL - the Standard Bolt element. This has the attributes:

NSTD - a pointer to a non-standard length array BITEM - additional bolt items to be used when calculating bolt length BITL - the lengths of the additional bolt items

• LTAB - the Length Table holds a number of Diameter Tables.

• DTAB - the Diameter Table stores information on standard bolt lengths, held as a string of values in its BLEN attribute. DTAB is accessed from the NSTD attribute of the SBOL element.

9.5 Unit Types

PARAGON enables unit types to be set up which will then be linked to relevant attributes of the various elements which appear throughout the PDMS databases. The most common units (the default units) are millimetres, inches or feet and inches, which are usually assigned to bore and distance attributes. These units currently apply to all PDMS modules except PROPCON. You may also define other units with conversion factors to relate one set of units to another; unit definitions can be collected together into sets to be used for different purposes. Information controlling units is held in a UNIT element of the Catalogue Database. The UNITS hierarchy is shown below:

WORLD

UNIT

MSET

MTYP

ATLI

USEC

UDEF

CCTA CATA SPWL BLTA

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The elements of the UNITS hierarchy are as follows: • UNIT - The UNIT element is the top-level element of the hierarchy. It has three

special attributes: BUNI, DUNI and DFUN. BUNI and DUNI can be set to determine the default Bore and Distance units, respectively. They are set to any of MM, INCH, MIL or FINC (for feet and inches). A typical sequence of setup commands would be:

NEW UNIT BUNI INCH DUNI FINC

This would mean that, by default, all bore values are interpreted as inches and all distance values, e.g. HEIGHT, DISTANCE, as feet and inches. If user-defined units are to be used, then an MSET element should be named in the DFUN attribute of the UNIT, indicating that that MSET element should be used as the default measurement set. Each PDMS module has its default units initialised at run time to those defined in the first UNIT element of the first Catalogue DB in the MDB being used. BUNI and DUNI may also be set to NULL. • MSET - Measurement Set. This element is used to form a collection of MTYP

(measurement type) elements. It is the MSET which is named in the DFUN attribute of the UNIT element to indicate which collection of units are to be used. In practice MSET may relate to say ‘S.I.’ or ‘IMPERIAL’.

• MTYP - Measurement Type. This element forms the link between a collection of attributes and the Units Definition (UDEF) to be used for them. The attributes are accessed via the ATLI (Attribute List) elements owned by the MTYP and the Units Definition via its UREF attribute. The latter simply contains the name of the UDEF element which is to be used for the attributes named in the member ATLI elements.

• ATLI - Attribute List. Each ATLI element contains (as its ATNA attribute) the name of the attribute for which the UREF (see above) applies.

• USEC - Unit Section. This is an administrative element used to collect together UDEF elements.

• UDEF - Units Definition. One UDEF is required for each non-PDMS unit that you wish to implement. UDEF has the following special attributes:

• ABREV - Abbreviation. This is the abbreviation used when outputting a value under the control of this UDEF, or when inputting a value which is in a UNIT that is not the one for that attribute in the current MSET. The attribute is an eight-character text.

• MULT - Multiplier. This is a conversion factor which is used in conjunction with ADEN, to convert from input/output units to PDMS stored units. This is done on the basis that:

Output value = (Stored value - ADEN) / MULT Stored value = (Input value * MULT) + ADEN

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The exponential facility is useful in the accurate setting of MULT and ADEN. For example: MULT 0.12345 EX -8

will set MULT to 0.0000000012345

• ADEN - see MULT above.

• SIGF and DECP - Significant Figures and Decimal Places. These relate to the output of units.

To summarise, the unit is defined as: (input_value * MULT ) + ADEN

and is output to SIG significant figures with DEC decimal places and suffixed by the notation ABREV ( e.g. ‘psi’).

9.5.1 Use of Units

In certain PDMS modules, e.g. PROPCON, the choice of units to be used can be indicated by using the command:

UNITS name where name is the name of an MSET. If this is not done, the units will be those given by the DFUN attribute of the UNIT element, as explained above. Following this, whenever the value of a special attribute is set or queried, its name (e.g. TEMP for temperature) will be compared with the ATNA attributes of all ATLIs under the current MSET. If a match is found, then the UREF of the MTYP owning the matching ATLI will be used to access the relevant UDEF. When output, such values are followed by their abbreviations to remind you which units are being used. If you wish to input a value which is in a UDEF that is not referred to from the current MSET, then you may use the abbreviation of that value as a key. For instance, in PROPCON, if the current temperature unit is centigrade, but there is a UDEF defining Fahrenheit (with abbreviation ‘deg. F’), it would appear as

TEMP 35 ’deg. F’

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As an example, if you require a PROPCON attribute ACBO (Actual Bore) to be output in inches, then the following syntax would be required:

NEW USEC create a new Unit Section NEW UDEF /INCH create and name a new Units Definition ABREV ’IN’ -set ABREV and MULT attributes MULT 0.254 EX 2 NEW MSET create a Measurement SetNEW MTYP create a Measurement Type

UREF /INCH set the Reference Units that the MTYP refers to NEW ATLI create an Attribute List for the MTYP ATNA ACBO set the Attribute Name that is required to be

output/input in inches

This results in the following hierarchy:

If ACBO is referred to in PROPCON, the attribute name (ATNA) is searched for in the UNIT hierarchy. The search then moves up the hierarchy to find the MTYP attribute UREF. The MULT attribute of the UDEF (found from the UREF) is then applied to the stored ACBO attribute and the ABREV is output with the resulting value. As a further example, to define and use a unit system called /IMPERIAL, for which temperatures (TEMP, PTEM and RTEM) will be in Fahrenheit and pressures (PRES, RPRE and IPRE) will be in PSI, the instruction sequence would be:

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Other Uses of PARAGON

NEW UNIT /EXAMPLE-OF-UNITS NEW USEC NEW UDEF /PSI ABRE ’lbf/in2’ ADEN 0 MULT 6895.0 NEW UDEF /F ABRE ’deg. F’ ADEN -17.778 MULT 0.55556 NEW MSET /IMPERIAL NEW MTYP /IMPERIAL/TEMP UREF /F NEW ATLI ATNA TEMP NEW ATLI ATNA PTEM NEW ATLI ATNA RTEM NEW MTYP /IMPERIAL/PRESSURE UREF /PSI NEW ATLI ATNA IPRE NEW ATLI ATNA RPRE NEW ATLI ATNA PRES

NOTE: It is possible to set up UNIT elements with MSETs containing duplicated ATNAs. This is not prevented, but a warning is given on attempting to use such an MSET.

9.6 General Text Elements

A TEXT element is used to store additional information about an owning or adjacent element. The text string itself exists as the setting of the STEX attribute of the TEXT, and can be up to 120 characters long. It is set in the usual way; for example

STEX ’High pressure pipeline’

Note that the STEX attribute of a TEXT element is completely independent of the STEX attributes of the Detailing Text (SDTE) elements described in Section 9.1. The TEXT element can occupy many positions in the hierarchy - it can be owned by UNIT, CATA, SECT, CATE, STSE, STCA, CCTA, SPEC, BLTA, BLIS, LTAB or MBLI elements.

9.7 User-defined Nominal Dimensions

For users who required bores, bolt diameters and lengths, and rod diameters that are not included in the standard nominal values stored in core, a facility exists for the creation of tables that hold the required values in the catalogue database. When being switched from module to module, the catalogue database is scanned for a NBRWLD element with the PURP attribute set to BORE indicating that user-defined nominal bores etc are to be used. If so, the nominal bore-checking routine is switched to the user-defined nominal bores.

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Other Uses of PARAGON

Bores

For most users, the requirement is adding or removing a few bores. For this purpose, a macro of standard PDMS bores is provided (nominal_bore.mac), which enables a user to edit the values concerned and then input the User-defined Nominal Bore table into the catalogue. Bolts When there is a need to use a bolting catalogue with both Imperial and Metric projects, there is not always a direct conversion from one system to the other. For example, a ½ inch bolt may convert to a 12mm rather than a 13mm one. To overcome the problem, User-defined Nominal Bolting tables for diameter and length can be set up, as for the User-defined Nominal Bore table. The PURP attribute is set to BDIA for bolt diameters and BLEN for bolt lengths. Rods When rods for hangers and supports are specified, the rod diameter is related to the bore diameter. It is, therefore, necessary to have User-defined Nominal Rod Diameter tables, if User-defined Nominal bores are being used. If a hanger connects to a branch with different bores, the rod diameter is selected to match the branch with the User-defined Nominal bore or, if this applies to neither branch, the standard piping bore. The PURP attribute is set to ROD. Database The following addition is made to the catalogue database:

World element NBRWLD, with: Attribute PURP.

Owns: NOMINB elements, with:

Real attribute INCBOR Inch Nominal Value Real attribute MMBOR MM Nominal Value.

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Other Uses of PARAGON

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10 Datasets

A Dataset (DTSE) is a collection of DATA elements. These can be used to store any items of catalogue data which need to be queried directly from within the DESIGN or DRAFT modules and which are not accessible by other means.

10.1 Attributes of DATA Elements

Each DATA element has the following special attributes:

DKEY Data Key. A PDMS word which allows a specific DATA element to be referenced from within DESIGN or DRAFT using the Q PROP dkey command.

PTYP Property Type.

DTIT Data Title. A text string describing the property stored in the DATA.

PPRO Property. Any expression which defines a property of the item with which the dataset is associated.

DPRO Default Property Value. The value to be used if the true setting of the Property cannot be evaluated at any time. See Section 11.3.1.

PURP Purpose. A PDMS word showing the purpose for which the stored property is relevant. For example, PARA (for catalogue parameters), DESP (for design parameters), DATA (for general properties).

NUMB Number. An integer which may be set to further categorise the specific property stored in the DATA. For example, the identifying number of a PARAM or DESPARAM.

PUNI Property Units. The units used when evaluating the Property value.

RUSE Real Property Flag. See Section 11.3.

The PPRO attribute is evaluated in response to the Q PROP . . . command in DESIGN or DRAFT. The parameters in the expression may not be defined until the item is added to the model. It can include any attributes which are valid for the design element, including user-defined attributes; for example:

((:COST OF OWNER) * :LENGT).

The PPRO attribute can also be set to a parameterised expression which will be used in the definition of Pointsets and Geomsets. See Section 11.3.

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Datasets

10.2 Querying Properties in DESIGN

Consider the following examples, which allow you to query two properties of this parameterised I-beam in DESIGN:

P1

P3

P2

P4

Example 1: The depth of the beam

Datakey: DEPT Dtitle: ’Depth of beam’ Pproperty: (PARAM [1] ) Dproperty: 600 Purpose: DATA Number: 1

The command Q PROP DEPT in DESIGN or DRAFT will return the depth of the current beam (or the default of 600 if the true value cannot be evaluated). Example 2: The cross-sectional area of the beam

Datakey: XSEC Dtitle: ’Cross–section of beam’ Pproperty: (((P [1] - (2 * P[3])) * P[4]) + (2 * (P[2] * P[3]))

NOTE: PARAM has been shortened to P here to show the format of the expression more clearly. The full version must be used when setting the attribute.

Purpose: DATA Number: not relevant here, so leave unset

The command Q PROP XSEC in DESIGN or DRAFT will return the calculated cross-sectional area of the current beam.

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Datasets

Similarly, you could query the following attributes of this DATA element:

Q PRTI XSEC Data title

Q PRDE XSEC Data description

Q PRPU XSEC Data purpose

10.3 Real Properties of P-points, P-Lines and Geomsets

Pointset and Geomset attributes can be defined in terms of a Dataset pseudo-attribute RPROP (Real Property). For example, the PBORE of a P-point can be defined by the expression:

PBORE ( PARAM[1] + 20 )

If the dataset associated with the component contains a DATA element with the Datakey DBOR, and DBOR has its PPRO attribute set to the expression ( PARAM[1] + 20 ), PBORE can be defined as:

PBORE ( RPROP DBOR )

Pointset and Geomsets with attributes defined in terms of RPROPs will have their RFLG flag set to 1. Only elements with RFLG set to 1 need to be pre-evaluated when the item is added to a model. DATA elements have an attribute RUSE. If this attribute is set, the PROP attribute (or default Property DPRO, see Section 11.3.1) cannot be set to a text expression or to an expression containing the OF notation. RUSE is set (=1) and unset (=0) using the commands:

SETRuse UNSETRuse

DATA elements with PROP attributes property which can be used as RPROPs should have their RUSE flags set. Only elements with RUSE set to 1 need to be pre-evaluated.

10.3.1 Default Values

The DATA element attribute DPRO can be used to store a default property value. When a Design element is added to the model, the associated dataset is pre-evaluated and the default value used if the PPRO attribute in the Dataset unset or cannot be evaluated. The default property value can be queried from DESIGN using the pseudo-attribute PRDE.

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Datasets

10.3.2 Querying

The value of RPROP can be queried using the command: Q RPROP datakey

This command will return the result ‘RPROP unset’ if the corresponding PPRO attribute contains a text string rather than a real value. The default value of a text or real property value may be queried from a Design component using the command:

Q PRDE datakey

A list of the datakeys available at a Design item can be obtained using the command: Q PRLS

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11 Checking Catalogue Database Consistency

To avoid having to transfer component design or specification errors from the Catalogue database to the Design database before data inconsistencies can be detected, a facility is provided for checking the main settings of a piping catalogue as you build it in PARAGON. (This facility is not yet available for checking a structural catalogue.)

11.1 Initiating a Standard Data Consistency Check

The basic command to initiate a database consistency check, using default settings, is CHECK <gid>

where <gid>, the element below which checks are to be carried out, may be any SPEC, SELE, SPCO or COMP. If you start the check from within a specification (SPEC, SELE or SPCO) all components referenced via the starting element will be checked. If you start the check at component level (COMP), only that component and elements below it will be checked. (See Section 13.3 for details of the ways in which you can modify the default checking procedures.)

11.2 What the Checking Facility Does

The following tests may be carried out: At SPEC level: • Check that no question in the specification is repeated. • Check that one question in the specification is TYPE. • From the TYPE reference, check that the GTYPE of the COMP has the same setting. • From the TYPE reference, check that the SKEY setting of SDTE is correct. • From the TYPE reference, check that the point set has the correct geometry, as

required by ISODRAFT.

At SPCO level: • Check that all of the following reference attributes are set: CATREF, DETAIL,

MATX, CMPR, BLTREF. (The BLTREF need be set only if the connection type begins with F or L.)

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Checking Catalogue Database Consistency

At COMP or equivalent level: • Check that there is a valid PTREF and GMREF. • At a PTSE, check that P-points are set and that there are no duplicate numbers. • At a GMSE, check that there are primitives set and that they are not degenerate.

Check also that no invalid P-point numbers or parameters are used. Note that this test uses catalogue parameters, so that if a primitive is constructed only from design and insulation parameters, spurious warnings will be generated.

• Check that each P-point connection type exists in the COCO tables. P-points used for construction purposes can have connections of 0.0, NUL or NULL. The connection type will not be checked for validity for a specific type of component.

• Check that a P-point bore is valid for a recognised set of nominal bores. P-points used for construction purposes, and a P-point with connection type CLOS, can have a zero bore.

11.3 Controlling the Detailed Checking Procedure

You can modify the effect of the CHECK command by using additional syntax so that you can check different types of catalogue without generating unnecessary errors. The command options are as follows:

TOLerance CATAlogue CMPRef ON/OFF

switches Component Reference checking on or off for all component types in a SPCO. TOLerance CATAlogue CMPRef word ON/OFF

switches Component Reference checking on or off for the specified component type in a SPCO.

TOLerance CATAlogue GMREf ON/OFF

switches Geomset Reference checking on or off for all component types. TOLerance CATAlogue GMREf word ON/OFF

switches Geomset Reference checking on or off for the specified component type. TOLerance CATAlogue BORE ON/OFF

switches bore checking on or off for Pointsets. TOLerance CATAlogue BORE value value

sets range of permissible bores to be checked for Pointsets. TOLerance CATAlogue ISOMetric ON/OFF

checks for SKEY and similar ISODRAFT–related settings. TOLerance CATAlogue DEFault

resets all checking options to their default settings.

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Checking Catalogue Database Consistency

These defaults are: • Do not check any CMPREFs. • Ignore GMREF settings for ATTA, FLAN, TUBE and BOLT. • Check nominal bores in the range 6 mm to 2150 mm. • Check all ISODRAFT-related settings.

To query any of the current data consistency checking settings, use the corresponding command format

Q TOLerance CATAlogue ...

11.4 Error Messages

Error messages which can result from diagnosed data inconsistencies are as follows: C10 Spec error: Question word asked more than once C20 Spec error: Question TYPE never asked

C30 Spco error: DETA not set

C40 Spco error: Unknown ref for DETA

C50 Spco error: MATX not set

C60 Spco error: Unknown ref for MATX

C70 Spco error: CMPR not set

C80 Spco error: Unknown ref for CMPR

C90 Spco error: BLTR not set

C100 Spco error: Unknown ref for BLTR

C110 Spco error: CATR not set

C120 Spco error: Unknown ref for CATR

C130 Comp error: PTRE not set

C140 Comp error: Unknown ref for PTRE

C150 Comp error: GMRE not set

C160 Comp error: Unknown ref for GMRE

C170 Ptset error: Duplicate ppoint number integer C180 Ptset error: No ppoints set

C190 Ptset error: Unknown connection type word for ppoint

C200 Comp error: GTYPE word different from spec TYPE word

C210 Ptset error: Non standard bore value for ppoint

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Checking Catalogue Database Consistency

C220 Gmset error: Unknown parameter integer for primitive

C230 Gmset error: Axis defined with unknown Ppointinteger for primitive

C240 Isometric error: Ppointinteger not defined C250 Isometric error: Cannot calculate angle between

Ppointinteger and Ppointinteger C260 Isometric error: Incorrect angle between

Ppointinteger and Ppointinteger. Angle is value and should be value.

C270 Isometric error: Incorrect angle between Ppointinteger and Ppointinteger. They should not be parallel.

C280 Gmset error: primitive may be a degenerate primitive C290 Isometric error: Ppoint1, Ppoint2 and Ppoint0

should be colinear

C300 Gmset error: primitive cannot be constructed

C310 Gmset error: Expression error for primitive C820 SKEY not set

C830 SKEY word is used with generic type word, not word

C840 SKEY word not known. Assumed to be user defined.

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A. P-point Conventions for Piping Components

You must use the following conventions for numbering the P-points of Piping Components so that ISODRAFT can recognise them: • For tube components, there must only be one P-point, P1, which defines the bore

and connection type of both ends of the piece of tube.

• For nozzles, the connection P-point (i.e. the P-point for connection to the head or tail branch) must be P1.

• For two-way components, the arrive and leave P-points must be numbered P1 and P2 (in either order). For two-way valves, the spindle direction must be indicated by P3.

• For three-way components, the offline leg must be indicated by P3. The spindle direction for three-way valves must be specified by using a P-point greater than P3, which must have its bore unset.

• For four-way components, the two straight-through flows must have P-points P1/P2 and P3/P4. The spindle direction for four-way valves must be specified by using a P-point greater than P4, which must have its bore unset.

• For eccentric reducers without a connection point, the flat side must be indicated by P3. Eccentric reducers with a connection point must use P3, with a valid bore set, to indicate the connection point and must use P9, with bore unset, for orientation of the flat side.

• For U-bends, the P-points must be set as shown in Figure A-1.

P3

P1 P2

P4 P5

Figure A-1 P-point Numbering Convention for U-bends

See the ISODRAFT Reference Manual for further details.

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P-point Conventions for Piping Components

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B. Setting Up a Catalogue

B.1 Naming Conventions

It is important that certain items in the Catalogue database are named as they are referenced from other databases as well as internally. It would be impracticable to allow system-generated database reference numbers to be referenced as this would lead to meaningless output from reports and isometrics. Figure B-1 shows the relationship between the Design, Specification, and Catalogue databases. Consistency when naming items is important, making cross-database connections as easily identifiable as possible. In ISODRAFT, bolt lengths for Piping Components are derived by referring to the SBOL name. Item detail is picked up from the RTEX attribute of the DTEX and the material is picked up from the XTEX attribute of the MTEX. Note that the item code name on an isometric is obtained from the second part of the SPREF attribute of a Component, i.e. its name in the Specification. In the example in Figure B-1, the name would be output as FLANWN300100. See the ISODRAFT Reference Manual for further details.

B.2 Example Connection Type Codes

Naming of the P-point PCON attribute of a Piping Component requires early consideration. The PCON name is for use mainly in data consistency checking, but also by ISODRAFT for working out bolting details. The rules for ISODRAFT are as follows: • The first letter of the PCON attribute of a flange must be ‘F’ or ‘L’ (the latter for lap

joints) • The first letter of the PCON attribute of a gasket must be ‘G’ • The first letter of the PCON attribute of a wafer fitting must be ‘W’

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Setting Up a Catalogue

The list below is not exhaustive and only shows example codes - it is not mandatory. Item and/or Connection Type Code 300lb Raised-Face Flange FGD 300lb Gasket GGD Pipe Bevelled End TUB Butt Weld BWD Socket Weld SWF 300lb Wafer Fitting WGD Screwed Male SCM Screwed Female SCF

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Setting Up a Catalogue

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Setting Up a Catalogue

B.3 The Connection Compatibility Table

The table in the previous section can be used to construct a PDMS Connection Compatibility Table (CCTA) which sets out all the permissible connection pairs. If an attempt is made to connect two pipework components in DESIGN, then a check is made to see if the p-leave PCON attribute of the first component and the p-arrive PCON attribute of the second component appear as a matching pair in the connection table. If there is such a matching pair then the components are connected, otherwise a similar check is made on the p-leave PCON attributes of each component. If a matching pair is now found, the second component is ‘flipped’ and connected to the first. If no matching pair is found then an ‘incompatible connection type’ error message is output and the second component is left in its original position and orientation. The following sample connection table uses the connection list given in the previous section:

NEW CCTAB NEW COCO /FGDGGD CTYPE FGD GGD NEW COCO /TUBBWD CTYPE TUB BWD NEW COCO /GGDWGD CTYPE GGD WGD NEW COCO /TUBSWF CTYPE TUB SWF NEW COCO /SCMSWF CTYPE SCM SWF NEW COCO /SCFTUB CTYPE SCF TUB

The COCO (Connection Compatibility) elements are named so that the allowable connections are easily queried. The above table shows, for example, that tube can be connected to a screwed female connection but not to a screwed male connection. Different ratings of flanges and gaskets should have different connection attributes to ensure that different pressure fittings cannot be connected without a warning message being issued. This principle also applies to different flange face characteristics, e.g. flat face and raised face: however, there are some exceptions. On some jobs a flat-faced flange on a piece of equipment may be butted up to a raised-face flange. If this is a common occurrence, it may be worth inputting a new COCO to allow the connection.

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C. Construction of Typical Piping Components

This Appendix gives sample macros for the construction of typical Catalogue Piping Components using PARAGON. Each macro starts at CATEGORY level. The view parameters used to produce the drawings shown vary between each example, and so are not given here. Each drawing has REPRESENTATION settings of TUBE ON CENTRELINE ON PPOINTS ON NUMBERS ON. Some of the Components are too large to fit onto a typical view area when drawn at the default SCALE value of 1. Values of 0.5 are suggested for examples 1 and 3, and 0.05 for example 6. The definition for each Component includes the possibility of insulation being present, although this is not drawn. Note how the clash geometry and component geometry have been combined.

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Construction of Typical Piping Components

Figure C-1 A Control Valve, using the SDSH primitive

NEW PTSE /CVMWPS NEW GMSE /CVMWGS NEW SCOM /CVMW GTYP INST PARA 25 100 133 17.5 FLGD PTRE /CVMWPS GMRE /CVMWGS MODEL CE GOTO PTRE NEW PTAX PCON (PARAM[5]) NUMB 1 PBOR (PARAM[1]) PDIS (PARAM[2]) PAXI -Y NEW PTAX PCON (PARAM[5]) NUMB 2 PBOR (PARAM[1]) PDIS (PARAM[2]) PAXI Y NEW PTAX

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Construction of Typical Piping Components

PCON NULL NUM 3 PBOR 0 PDIS (2.50 * PARAM[4]) PAXI X /CVMW GOTO GMRE NEW SCYL PDIS (PARAM[2]) PHEI (-2 * PARAM[2]) PDIA (PARAM[3]) PAXI Y NEW SCYL PDIS 0 PHEI (2.5 * PARAM[2]) PDIA (1.6 * PARAM[2]) PAXI X NEW SSPH OBST 0 CLFL TRUE TUFL TRUE PDIS 0 PAXI -Y PDIA (0.50 * PARAM[1]) NEW SCON OBST 0 CLFL TRUE TUFL TRUE PDIS (2.5 * PARAM[2]) PDIA (1.6 * PARAM[2]) PAXI X NEW SDSH CLFL TRUE TUFL TRUE PDIA (1.6 * PARAM[2]) PHEI (0.8 * PARAM[2]) PDIS (2.5 * PARAM[2]) PAXI X NEW SCYL OBST 0 TUFL TRUE PDIS (PARAM[2]) PHEI (-1 * PARAM[4]) PDIA (PARAM[3] + IPARAM[1]) PAXI -Y NEW SCYL COPY PREV PAXI Y OBST 0 TUFL TRUE PDIS (PARAM[2]) PHEI (-1.0 * PARAM[4]) PDIA (PARAM[3] + IPARAM[1]) PAXI Y NEW LSNO OBST 0 TUFL TRUE PTDI (PARAM[2] - PARAM[4]) PBDI 0 PTDM (PARAM[3] + IPARAM[1]) PBDM (1 + IPARAM[1]) PAAX -Y PBAX Z NEW LSNO COPY PREV PAAX Y NEW LSNO OBST 0 CLFL TRUE PTDI (PARAM[2]) PBDI 0 PTDM (PARAM[3] + IPARAM[1]) PBDM (1 + IPARAM[1]) PAAX -Y PBAX Z NEW LSNO COPY PREV PAAX Y $.

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Construction of Typical Piping Components

Figure C-2 An Unequal Tee

NEW PTSE /MWTPTSET NEW GMSE /MWTGMSET NEW SCOM /MWNEQTEE GTYP TEE PARA 100 80 114 90 BWD 105 80 15 10 PTRE /MWTPTSET GMRE /MWTGMSET MODEL CE GOTO PTRE NEW PTAX PCON (PARAM[5]) NUMB 1 PBOR (PARAM[1]) PDIS (PARAM[6]) PAXI -Y NEW PTAX COPY PREV PAXI Y NUM 2 NEW PTAX PCON (PARAM[5]) NUMB 3 PBOR (PARAM[2]) PDIS (PARAM[7]) PAXI X /MWNEQTEE GOTO GMRE NEW LINE OBST 0 CLFL TRUE P1 P2 NEW LINE

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OBST 0 CLFL TRUE P3 P0 NEW SSPH OBST 0 CLFL TRUE PDIS 0 PAXI P1 PDIA (PARAM[8]) NEW SSPH COPY PREV PAXI P2 NEW SSPH OBST 0 CLFL TRUE LEVE 0 2 PDIS 0 PAXI P3 PDIA (PARAM[9]) NEW SCYL TUFL TRUE PDIS 0 PHEI (-2 * PARAM[6]) PDIA (PARAM[3]) PAXI P1 NEW SCYL TUFL TRUE PDIS 0 PHEI (PARAM[7]) PDIA (PARAM[4]) PAXI X END $.

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Construction of Typical Piping Components

Figure C-3 A Weld Neck Flange

NEW PTSE /MWFLPS NEW GMSE /MWFLGS NEW SCOM /MWWNFLAN GTYP FLAN PARA 100 114 254 30 56 180 TUB FLGD 20 PTRE /MWFLPS GMRE /MWFLGS MODEL CE GOTO PTRE NEW PTAX PCON (PARAM[8]) NUMB 1 PBOR (PARAM[1]) PDIS 0 PAXI -Y

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Construction of Typical Piping Components

NEW PTAX PCON (PARAM[7]) NUMB 2 PBOR (PARAM[1]) PAXI Y PDIS (PARAM[4] + PARAM[5]) /MWWNFLAN GOTO GMRE NEW SCYL CLFL TRUE TUFL TRUE PDIS 0 PHEI (PARAM[4]) PDIA (PARAM[3] + IPARAM[1]) PAXI Y NEW LINE OBST 0 CLFL TRUE P1 P2 NEW SSPH OBST 0 CLFL TRUE PDIS 0 PAXI P2 PDIA (PARAM[9]) NEW LSNO TUFL TRUE PTDI (PARAM[5] + PARAM[4]) PBDI (PARAM[4]) PBDM (PARAM[6] + IPARAM[1]) PTDM (PARAM[2] + IPARAM[1]) PAAX Y PBAX X POFF 0 END $.

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Construction of Typical Piping Components

Figure C-4 A Concentric Reducer

NEW PTSE /MWRPTSET NEW GMSE /MWRGMSET NEW SCOM /MWCR2 GTYP REDU PARA 100 80 110 90 102 0 BWD 15 10 PTRE /MWRPTSET GMRE /MWRGMSET MODEL CE GOTO PTRE NEW PTAX NUMB 1 PCON (PARAM[7]) PBOR (PARAM[1]) PDIS 0 PAXI -Y NEW PTCA NUMB 2 PCON (PARAM[7]) PBOR (PARAM[2]) PX 0 PY (PARAM[5]) PZ (-1 * PARAM[6]) NEW PTAX NUMB 3 PDIS 0 PAXI -Z /MWCR2

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GOTO GMRE NEW LINE OBST 0 CLFL TRUE P1 P2 NEW SSPH OBST 0 CLFL TRUE PDIS 0 PAXI P1 PDIA (PARAM[8]) NEW SSPH OBST 0 CLFL TRUE PDIS 0 PAXI P2 PDIA (0.65 * PARAM[9]) NEW LSNO TUFL TRUE PTDI (PARAM[5]) PBDI 0 PTDM (PARAM[4] + IPARAM[1]) PBDM (PARAM[3] + IPARAM[1]) PAAX Y PBAX -Z POFF (PARAM[6]) END $.

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Construction of Typical Piping Components

Figure C-5 An Elbow

NEW PTSE /MWPS35 NEW GMSE /MWGS34 NEW SCOM /MWEL5 GTYP ELBO PARA 50 60 25 75 15 SWF PTRE /MWPS35 GMRE /MWGS34 MODEL CE GOTO PTRE NEW PTAX PCON (PARAM[6]) NUMB 1 PBOR (PARAM[1]) PDIS (PARAM[3]) PAXI -Y NEW PTAX PCON (PARAM[6]) NUMB 2 PBOR (PARAM[1]) PDIS (PARAM[3]) PAXI Y 45 X /MWEL5 GOTO GMRE NEW LINE OBST 0 CLFL TRUE P1 T0 P2 NEW SCTO TUFL TRUE PAAX P1 PBAX P2 PDIA (PARAM[2] + IPARAM[1])

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NEW LSNO OBST 0 CLFL TRUE PTDI (PARAM[5]) PBDI 0.00 PTDM (PARAM[4] + IPARAM[1]) PBDM (PARAM[4] + IPARAM[1]) PAAX P1 PBAX Z TVIS FALSE NEW LSNO COPY PREV PAAX P2 NEW SCYL OBST 0 TUFL TRUE PHEI (PARAM[5]) PDIA (PARAM[4] + IPARAM[1]) PAXI P1 NEW SCYL COPY PREV PAXI P2 END $.

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Construction of Typical Piping Components

Figure C-6 A Mitred Elbow, using SSLC Primitives

NEW PTSE /MWPTESTC1 NEW GMSE /MWGTESTC1 NEW SCOM /MWLOBST-51 GTYP ELBO PARA 500 2000 398.7 -550 -152.2 -1234.6 -585.5 BWDN PTRE /MWPTESTC1 GMRE /MWGTESTC1 MODEL CE GOTO PTRE NEW PTAX PCON (PARAM[8]) NUMB 1 PBOR (PARAM[1]) PDIS (PARAM[2])

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PAXI -Y NEW PTAX PCON (PARAM[8]) NUMB 2 PBOR (PARAM[1]) PDIS (PARAM[2]) PAXI X NEW PTCA NUMB 3 PX (-PARAM[6]) PY (PARAM[5]) PZ 0 PTCDIR -X 24 -Y NEW PTCA NUMB 4 PX (-PARAM[7]) PY (PARAM[7]) PZ 0 PTCDIR -X 45 -Y NEW PTCA NUMB 5 PX (-PARAM[5]) PY (PARAM[6]) PZ 0 PTCDIR -Y 24 -X /MWLOBST-51 GOTO GMRE NEW SRTO PAAX P1 PBAX P2 PDIA (-1.2 * PARAM[4]) PHEI (PARAM[3]) NEW SSLC OBST 0 CLFL TRUE TUFL TRUE PDIA (PARAM[4]) PHEI (-PARAM[3]) PDIS 0 PAXI P1 PXTS -11.5 NEW SSLC OBST 0 CLFL TRUE TUFL TRUE PDIA (PARAM[4]) PHEI (-PARAM[3]) PDIS 0 PAXI P2 PXTS 11.5 NEW SSLC OBST 0 CLFL TRUE TUFL TRUE PDIA (PARAM[4]) PHEI (-2 * PARAM[3]) PDIS (PARAM[3]) PAXI P3 PXTS -11.5 PXBS 11.5 NEW SSLC COPY PREV PAXI P4 NEW SSLC COPY PREV PAXI P5 END $.

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Construction of Typical Piping Components

Figure C-7 A Rectangular Cross Section Pipe, using BOXI primitives

PARAGON Syntax: NEW PTSE /PBOXI2 NEW PTAX PCON BWD NUM 1 PBOR (PARAM[1]) PDIS 0 PAXI -Y END OF END NEW GMSE /GBOXI2 NEW BOXI PAXI P1 PXLE (PARAM[3]) PZLE (PARAM[2]) CLFL TRUE TUFL TRUE END OF END NEW PTSE /PELBO NEW PTAX PCON BWD NUM 1 PBOR (PARAM[1]) PDIS 250 PAXI -Y END NEW PTAX PCON BWD NUM 2 PBOR (PARAM[1]) PDIS 250 PAXI X END OF END NEW GMSE /GELBO NEW SRTO CLFL TRUE TUFL TRUE PAAX P1 PBAX P2 PDIA (PARAM[2]) PHEI (PARAM[3]) END OF END NEW PTSE /PVELBO NEW PTAX PCON BWD NUM 1 PBOR (PARAM[1]) PDIS 250 PAXI -Y END NEW PTAX

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PCON BWD NUM 2 PBOR (PARAM[1]) PDIS 250 PAXI Z END OF END NEW PTSE /PWELD NEW PTAX PCON BWD NUM 1 PBOR (PARAM[1]) PDIS 0 PAXI Y END NEW PTAX PCON BWD NUM 2 PBOR (PARAM[1]) PDIS 0 PAXI -Y END OF END NEW GMSE /GWELD NEW SSPH CLFL TRUE TUFL TRUE PAXI P1 PDIA (PARAM[2]) END OF END NEW SCOM /BOX100 GTYP TUBE PARA 300100 100 300 END OLD SCOM /BOX100 PTRE PTSE /PBOXI2 GMRE GMSE /GBOXI2 NEW SCOM /HELBO100 GTYP ELBO PARA 300100 300 100 END OLD SCOM /HELBO100 PTRE /PELBO GMRE /GELBO NEW SCOM /VELBO100 GTYP ELBO PARA 300100 100 300 END OLD SCOM /VELBO100 PTRE /PVELBO GMRE /GELBO NEW SCOM /BWELD100 GTYP WELD PARA 300100 200 END OLD SCOM /BWELD100 PTRE /PWELD GMRE /GWELD

SPECON Macro: NEW SPECIFICATION /BOXI.SPEC MATREF =0 FLUREF =0 RATING 0.000 LINETYPE NUL

HEADING TYPE NAME PBOR0 CATREF DETAIL MATXT CMPREF BLTREF TUBE */D300X100 300100.0 /BOX101 =0 =0 =0 =0

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Construction of Typical Piping Components

HEADING TYPE NAME PBOR0 STYP CATREF DETAIL MATXT CMPRE BLTREF ELBO */HB300X100 300100.0 H /HELBO101 =0 =0 =0 =0 ELBO */VB300X100 300100.0 V /VELBO101 =0 =0 =0 =0

HEADING TYPE NAME PBOR0 CATREF DETAIL MATXT CMPREF BLTREF WELD */W300X100 300100.0 /BWELD101 =0 =0 =0 =0 $.

DESIGN Syntax: NEW PIPE SPEC BOXI.SPEC NEW BRAN /BOXIBRAN HPOS E0 HBOR 300100 HDIR N HCON BWD TPOS E2500 N7000 U1000 TDIR S TBOR 300100 TCON BWD NEW WELD SEL CONN TO PH AND P0 IS U SPRE /BOXI.SPEC/W300X100 LSTU /BOXI.SPEC/D300X100 ORIF TRUE POSF TRUE NEW ELBO SEL WI STYP V THRO N5000 DIR U NEW ELBO SEL WI STYP H THRO U1000 DIR E NEW ELBO SEL WI STYP V THRO PT DIR N NEW WELD SEL CONN TO PT AND P0 IS E END

Note that it is assumed that a COCO element allowing BWD to BWD connections already exists in your database.

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D. Summary of Element Types

This appendix contains a glossary of the element types which you can use in PARAGON, and a list of them grouped according to their function. Some element types can be created and deleted in PARAGON, and have their standard attributes of NAME and LOCK changed, but must have their particular attributes set by other PDMS modules. These are indicated by references to the appropriate manuals. The list of element types is the list of ‘special nouns’ for PARAGON (its <snoun> syntax diagram).

D.1 Glossary

For each element type, this glossary gives • the short name (four characters) as it is displayed on the screen • the full name: the minimum abbreviation which can be used in a command is shown

in uppercase • a brief description

Short Full Name Description Name

ATLI ATLIst Attribute List BLIS BLISt Bolt List BLTA BLTAble Bolt Table BOXI BOXIng Boxing (3D Geomset primitive) CATE CATEgory Piping Category CATA CATAlogue Catalogue DB CCTA CCTAble Connection Compatibility Table COCO COCO Connection Compatibility Element

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Summary of Element Types

Short Full Name Description Name

COMP COMPonent Piping Component DATA DATA Data DTAB DTABle Diameter Table DTEX DTEXt Detailing Text DTSE DTSEt Dataset FITT FITTing Fitting Component GMSE GMSEt 3D Geomset GMSS GMSSet Structural Ge GPWL GPWL Group World GROU GROUp Group JOIN JOINt Joint Component LCYL LCYLinder Cylinder (3D Geomset primitive) LINE LINEs Line (3D Geomset primitive) LPYR LPYRamid Pyramid (3D Geomset primitive) LSNO LSNOut Snout (3D Geomset primitive) LTAB LTABle Length Table MSET MSET Measurement Set MTEX MTEXt Material Text MTYP MTYPe Measurement Type NGMS NGMSet Negative 3D Geomset NLCY NLCYlinder Negative Cylinder (Negative 3D Geomset primitive) NLPY NLPYramid Negative Pyramid (Negative 3D Geomset primitive) NLSN NLSNout Negative Snout (Negative 3D Geomset primitive) NSBO NSBOx Negative Box (Negative 3D Geomset primitive) NSCO NSCOne Negative Cone (Negative 3D Geomset primitive) NSCT NSCTorus Negative Circular Torus (Negative 3D Geomset primitive)

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Summary of Element Types

Short Full Name Description Name

NSCY NSCYlinder Negative Cylinder (Negative 3D Geomset primitive) NSDS NSDSh Negative Dish (Negative 3D Geomset primitive) NSEX NSEXtrusion Negative User-defined Extrusion (Negative 3D Geomset

primitive) NSRE NSREvolution Negative Solid of Revolution (Negative 3D Geomset

primitive) NSRT NSRTorus Negative Rectangular Torus (Negative 3D Geomset

primitive) NSSL NSSLcylinder Negative Slope-Bottomed Cylinder (Negative 3D Geomset

primitive) NSSP NSSPhere Negative Sphere (Negative 3D Geomset primitive) NTUB NTUBe Negative Implied Tube (Negative 3D Geomset primitive) PROF PROFile Profile Component PTAX PTAXis Axial P-point PTCA PTCAr Cartesian P-point PLIN PLINe P-line PTMI PTMIx Mixed Type P-point PTSE PTSEt 3D Pointset (with P-point member elements) PTSS PTSSet Structural Pointset (with P-line member elements) SANN SANNulus Structural Annulus (Structural Geomset primitive) SBOL SBOLt Single Bolt (or Standard Bolt) Element SBOX SBOX Box (3D Geomset primitive) SCOM SCOMponent Piping Component SCON SCONe Cone (3D Geomset primitive) SCTO SCTOrus Circular Torus (3D Geomset primitive) SCYL SCYLinder Cylinder (3D Geomset primitive) SDIS SDISc/SDISk Disc (3D Geomset primitive) SDSH SDSH Dish (3D Geomset primitive)

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Summary of Element Types

Short Full Name Description Name

SDTE SDTExt Detailing Text SECT SECTion Piping Section SELE SELEc Selector - see the SPECON Reference Guide. SEXT SEXTrusion User-defined Extrusion (3D Geomset primitive) SFIT SFITting Fitting Component SJOI SJOInt Joint Component SLOO SLOOp Structural Loop (3D Geomset primitive) SMTE SMTExt Material Text SPRF SPRFile Profile Component SPWL SPWL Specification World - see the SPECON Reference Guide. SPCO SPCOm Specification Component - see the SPECON Reference

Guide. SPRO SPROfile Structural Profile (Structural Geomset primitive) SPEC SPECi Specification - see the SPECON Reference Guide. SPVE SPVErtex Structural Profile Vertex (Structural Geomset primitive) SREC SRECtangle Structural Rectangle (Structural Geomset primitive) SREV SREVolution Solid of Revolution (3D Geomset primitive) SRTO SRTOrus Rectangular Torus (3D Geomset primitive) SSLC SSLCylinder Slope-Bottomed Cylinder (3D Geomset primitive) SSPH SSPHere Sphere (3D Geomset primitive) STCA STCAtegory Structural Category STSE STSEction Structural Section SVER SVERtex Structural Vertex (3D Geomset primitive) TEXT TEXT Text TUBE TUBE Implied Tube (3D Geomset primitive) UDEF UDEFinition Units Definition UNIT UNIT Unit Element USEC USECtion Unit Section

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Summary of Element Types

D.2 Functional Groups

3D Pointset elements: PTSEt PTAXi PTCAr PTMIx

Structural Pointset elements: PTSSet PLINe

3D Geomset elements: GMSEt SBOX SDISc SDISk SCONe LSNOut SDSH BOXIng SSLCylinder SSPHere LCYLinder SCYLinder LINEs SCTOrus SRTOrus TUBE LPYRamid SEXTrusion SREVolution SLOOp SVERtex

Negative 3D Geomset elements: NGMSEt NSBOx NSCOne NLSNout NSDSh NSSLcylinder NSSPhere NLCYlinder NSCYlinder NSCTorus NSRTorus NLPYramid NSEXtrusion NSREvolution SLOOp SVERtex

Structural Geomset elements: GMSSet SRECtangle SANNulus SPROfile SPVErtex

Dataset elements: DTSEt DATA

Piping Components: SCOMponent COMPonent number

Profile Components: SPRFile PROFile number

Joint Components: SJOInt JOINt number

Fitting Components: SFITting (NOT FITTing number)

Material Text elements: SMTExt MTEXt number

Detailing Text elements: SDTExt DTEXt number

Group World elements: GPWL GROUp

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Summary of Element Types

Specification World elements (see the SPECON Reference Guide): SPWL SPECi SELEc SPCOm

Catalogue administrative elements: CATAlogue SECTion STSEction CATEgory STCAtegory TEXT

Bolt Table elements: BLTAble BLISt SBOLt LTABle MBOLt MBLIst DTABle

Connection Table elements: CCTAble COCO

Units elements: UNIT MSET MTYP ATLIst USECtion UDEFinition

.

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Index

ABREV, 9-5

ACTIVE, 3-5

ADEN, 9-6

AIDS, 3-5

ALARM, 3-4

ALPHA, 3-3

ALPHA FILE, 3-3

ALPHA LOG, 3-3

APARAM, 4-9, 8-4

ATLI, 9-5

BLIS, 9-3

BLTA, 9-3

BLTP, 9-3

BOXI, 7-8

BTSE, 9-3

CATA, 4-4

Catalogue, 4-4

Catalogue Element Types, 2-5

CATE, 4-4

Category, 4-4

CCTA, 9-2, 4

CE, 3-5, 5-2, 6-1

CENTRELINE. See CL

CL, 6-6, 6-20

COCO, 9-2, 4

COLOUR, 3-5

comma, 2-4

COMP, 4-6, 4-12

Cursor-picking Identifier, 2-4, 2-7

DATA, 10-1

DDANGLE, 6-1, 6-17, 8-13, 8-18

DDHEIGHT, 6-1, 6-17

DDRADIUS, 6-1, 6-17

DECP, 9-6

DES APARAM, 4-10

DES OPARAM, 4-10

DES PARAM, 4-10

Dimensions, 2-5

DTAB, 9-4

DTEX, 4-6

DTSET, 4-6, 10-1

END, 5-2, 5-3

Expressions, 2-5

filename, 2-4

FINISH, 3-2

FIRST, 5-3

FITT, 4-7, 4-14

GETWORK, 3-2

GMSET, 4-6, 7-6, 8-19

GMSSET, 4-7, 7-26, 8-22

GOTO, 5-3

INCBOR, 9-9

INSTALL, 3-1

INSULATION, 6-23

integer, 2-3

IPARAM, 4-8, 8-4

JOIN, 4-7, 4-13

LAST, 5-3

LCYL, 7-11

LENGTH, 6-24, 6-25

letter, 2-3

LEVEL, 6-6, 6-22

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Index

LINE, 7-16

LPYR, 7-17

LSNO, 7-20

LTAB, 9-4

MEMBER, 5-3

minus, 2-4

MMBOR, 9-9

MODEL, 6-1, 6-17

MSET, 9-5

MTEX, 4-6

MTYP, 9-5

MULT, 9-5

NA, 8-17

name, 2-4

NEW, 8-2

NEXT, 5-3

NGMSET, 4-6, 7-25

NOMINB, 9-9

NRBWLD, 9-9

NUMBER, 8-15

NUMBERS, 6-24

OBST, 7-7, 7-27

OBSTRUCTION, 6-6, 6-23

OPARAM, 4-9

OWNER, 5-2

PAAX, 8-23

PARAGON, 3-1

PARAM, 4-8, 8-4

PAXI, 8-23

PBORE, 8-15

PCON, 1, 4

PCONNECTION, 8-15

PDISTANCE, 8-14

PKEY, 6-25, 8-17, 8-19

PLAXI, 8-18

PLINE, 7-4, 8-17

PLINES, 6-4, 6-25

plus, 2-4

PPOINT, 7-1, 8-10, 8-11, 8-12

PPOINTS, 6-2, 6-24

PREVIOUS, 5-3

PROF, 4-7, 4-13

PROFILE, 6-21

PSKEY, 8-16

PTAXI, 7-2, 8-10, 8-13

PTCAR, 7-3, 8-11

PTCDIRECTION, 8-15

PTMIX, 7-3, 8-12

PTSET, 4-6, 7-1, 8-10

PTSSET, 4-6, 7-4, 8-17

PURP, 9-9

PX, 8-15, 8-19

PY, 8-15, 8-19

PZ, 8-15

QUERY, 8-3

QUIT, 3-2

RECREATE, 3-1

REPRESENTATION, 6-2, 6-4, 6-6, 6-20, 6-21, 6-22, 6-23, 6-24, 6-25

SAME, 5-2

SANN, 7-29, 8-22

SAVEWORK, 3-2

SBOL, 9-4

SBOX, 7-8

SCOM. See COMP

SCON, 7-10

SCTO, 7-18

SCYL, 7-12

SDIS, 7-14

SDSH, 7-15

SDTE, 9-1. See DTEX

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Index

SECT, 4-4

Section, 4-4

SETTINGS, 6-1, 6-17

SEXT, 7-23

SFIT. See FITT

SIGF, 9-6

SJOI. See JOIN

SKEY, 8-16

SLOO, 7-23, 7-24

SMTE, 9-2. See MTEX

solid, 2-4

space, 2-4

Specific Element Identifier, 2-7

SPRF. See PROF

SPRO, 7-30

SPVE, 7-30

SREC, 7-28, 8-22

SREV, 7-24

SRTO, 7-19

SSLC, 7-13

SSPH, 7-21

star, 2-4

STCA, 4-4

STSEC, 4-4

SVER, 7-23, 7-24

Syntax diagram conventions, 2-1

text, 2-4

TEXT, 4-7, 9-8

TRACE, 3-4

TUBE, 6-6, 6-20, 7-22

TYPE, 5-3

UDEF, 9-5

UNIT, 9-5

UNITS, 9-6

USEC, 9-5

User-defined Nominal Dimensions, 9-8

value, 2-3

varid, 2-4

VISIBLE, 3-5

word, 2-3

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