Pegasus Users Guide

User Manual Pegasus Version 2.1 June 2015 2 / 102 0. General 5 0.1. Introduction ...............................

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User Manual

Pegasus Version 2.1 June 2015

2 / 102

0.

General

5

0.1. Introduction .......................................................................................................... 5 0.2. What is new in Version 2.1? .................................................................................. 6 0.3. Requirements ........................................................................................................ 6 0.3.1. Hardware ................................................................................................... 7 0.3.2. Software .................................................................................................... 7 0.3.3. Other .......................................................................................................... 7 0.4. Files ...................................................................................................................... 7 0.5. Main Elements ....................................................................................................... 7 0.5.1. Graphical User Interface ............................................................................ 8 0.5.2. Menu .......................................................................................................... 9

0.5.3. 0.5.4. 0.5.5. 0.5.6. 0.5.7. 0.5.8. 0.5.9.

0.5.2.1. 0.5.2.2. 0.5.2.3. 0.5.2.4. 0.5.2.5.

File Menu .................................................................................................. 9 Edit Menu .................................................................................................. 9 View Menu .............................................................................................. 10 Tools Menu ............................................................................................. 10 Help Menu ............................................................................................... 10

0.5.9.1. 0.5.9.2.

General Options ...................................................................................... 14 TM-Table Creation Options ...................................................................... 15

Toolbar ..................................................................................................... 11 Project Panel ............................................................................................ 12 Work Area ................................................................................................ 13 Attachments ............................................................................................. 13 Measurement Device ................................................................................ 14 Output Window ........................................................................................ 14 The Options Window ................................................................................ 14

0.5.10. Getting Help ............................................................................................. 17

1.

Open Project

18

2.

General Data

19

2.1. Main Particulars .................................................................................................. 19 2.2. Compartments ..................................................................................................... 23 2.2.1. Compartment Definition ........................................................................... 24 2.2.2. Compartment Assignment with Lite Functionality .................................... 25 2.3. Campaign Details ................................................................................................ 26

3.

TM-Tables

28

3.1. Table Creation ..................................................................................................... 29 3.2. Table Basics ........................................................................................................ 29 3.2.1. Table Organization ................................................................................... 30 3.2.2. Reading Editing ........................................................................................ 31 3.3. Table Types ......................................................................................................... 32

3.3.1.1. TM-1 Deck, Bottom and Side Shell Plating .............................................. 32 3.3.1.2. TM-2(i) Strength Deck and Sheer Strake Plating at Transverse Section .. 34 3.3.1.3. TM-2(ii) Shell Plating at Transverse Section ........................................... 37 3.3.1.4. TM-3 Longitudinal Members at Transverse Section ................................. 40 3.3.1.5. TM-4 Transverse Structural Members in Double Bottom, Hopper Side and Topside Water Ballast Tanks ............................................................................ 44 3.3.1.6. TM-5 Transverse Bulkhead...................................................................... 46 3.3.1.7. TM-6 Miscellaneous Structural Members ................................................. 48 3.3.1.8. TM-7 Cargo Hold Transverse Frames....................................................... 51 3.3.1.9. TM-7S31 Cargo Hold Side Shell Frames................................................... 54

3.4. Data Import ........................................................................................................ 54

4.

TM-3D-Model

56

4.1. View Creation ...................................................................................................... 57 4.1.1. Cross Section View Creation ..................................................................... 58

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4.1.2. Strake View Creation ................................................................................ 58 4.1.3. Compartment View Creation .................................................................... 59 4.1.4. Multiple View Creation ............................................................................. 60 4.2. View Basics ......................................................................................................... 61 4.2.1. 3D Model Interaction................................................................................ 62 4.2.1.1. 4.2.1.2. 4.2.1.3. 4.2.1.4. 4.2.1.5. 4.2.1.6.

3D Part Filter .......................................................................................... 62 3D Toolbar .............................................................................................. 65 Property Menu ........................................................................................ 68 Context Menu .......................................................................................... 69 Mouse Navigation ................................................................................... 69 Shortcuts ................................................................................................ 71

4.2.2. View List .................................................................................................. 71 4.2.3. View Organization .................................................................................... 72 4.2.4. Reading Editing ........................................................................................ 73

5.

Results

75

5.1. Readings ............................................................................................................. 76 5.2. Hotspots .............................................................................................................. 78 5.3. Hotspots TM-7S31 ............................................................................................... 80 5.4. ESP Assessment .................................................................................................. 82 5.4.1. ESP Location Definition ............................................................................ 83 5.4.2. ESP Location Result .................................................................................. 84 5.5. Statistics ............................................................................................................. 86 5.6. CAP Assessment .................................................................................................. 87 5.6.1. CAP Results .............................................................................................. 87

6.

Report Generation

92

6.1. Report Configuration ........................................................................................... 94

7.

Attachments

95

7.1. Display of Attachments ....................................................................................... 96

8.

Data Interface to UTM Files

97

8.1. Open UTM-File ..................................................................................................... 97

9.

Automatic Updates

98

10. Glossary

100

11. FAQ

102

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0.

General

0.1. Introduction Pegasus has been developed by DNV GL to support recording and assessment of thickness measurement data. This can be done in two different ways: Either by entering measurement data into tables (the so called Lite functionality) or by assigning thickness measurements to an existing 3D model of the ship structure (the so called Full functionality). The program is protected by a license file which defines the scope of functionality. In particular the availability of Lite and Full functionality is determined by the feature releases of the license files. The main features of Pegasus are: 

Spreadsheet like tables, allowing easy data input and clear presentation of measurements results.



Comparison of the measurement data against the specific maximum allowable diminution of the respective structural part.



Dynamic hot spot list showing the most critical areas with respect to degree of corrosion.



Generation of reports in the format required by IACS1.



XML based data format for exchange, storage and transfer of thickness measurement data.

For the Lite functionality of Pegasus the measurement recording tables have been designed to simplify input of data as much as possible. Furthermore their layout is similar to the tables commonly used for TM reporting according to IACS. The main features of the Lite functionality are: 

The results of the comparison of the measurement data against the specific maximum allowable diminution are coloured in the tables according to the degree of corrosion.



The generated reports contain tables, assessment results as well as related documents, e.g. sketches.



Support for Enhanced Survey Program (ESP) assessment of corroded structures.



Support for Condition Assessment Program (CAP) of corroded structures

The Full functionality of Pegasus offers assignment of readings to the structural parts of the ship structure by user defined views of the 3D model. Subsequently a TM report according to IACS1 can be generated automatically. The main features of Pegasus Full functionality are:

1

IACS, Unified Requirements Z, Survey and Certification



Creation of printouts based on the 3D model to be used for the real measurement process.



Provision of approved scantlings for the structural parts by the 3D model.



3D views of the structure and measurements with a linked tabular measurement data representation. Changes in the graphical view are reflected in the list and vice-versa.



The results of the comparison of the measurement data against the specific maximum allowable diminution are coloured in the graphical view according to the degree of corrosion.



The generated reports contain the IACS required tables with automatically created sketches of the measured structure and assessment results.



Data Interfaces to POSEIDON to generate the geometry and the plates/profiles from the POSEIDON model and to transfer the measurement values to POSEIDON, if required.

0.2. What is new in Version 2.1? General 

Removed assessment criteria “I” (to be investigated). In case of local corrosion and critical assessment (“substantial” or “to be renewed) readings can be marked as “local corrosion” and will be reassessed with applicable corrosion tolerance.



UTM providers may change thickness tolerances. Changes of standard tolerances will be indicated in program and report (bold and italic font)



Statistical assessment of compartments according to Condition Assessment Program (CAP) possible



Checklist for UTM providers included



Double compartment assignment (front and reverse side) possible for CAP assessment.



Structural member template types defining corrosion diminutions can be extended by sub types

User Interface 

Hotspot and reading list filter revised for better usability



Sketches attached to tables can now be easily displayed within Pegasus.



Display of maximum diminution now also in percentage

0.3. Requirements Pegasus runs under Microsoft WindowsTM 7. In order to use all functions of the software a number of hardware and software requirements must be fulfilled.

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0.3.1. Hardware 

PC with 1.3 GHz minimum required. 2.53 GHz or higher processor clock speed recommended; Intel Pentium/Celeron family, or AMD K6/Athlon/Duron family, or compatible processor recommended.



VGA or Super VGA (1024 x 768) or higher-resolution video adapter and monitor



2.0 GB RAM or higher recommended



100MB free hard disk space for installation and additional space for storing the data files.

0.3.2. Software 

Windows™ 7 Operating System



Internet Browser for viewing of online help and access to DNV GL



PDF viewer for the user manual



Configured mail client for reporting of bugs.



RTF viewer for viewing of the generated report, e.g. Microsoft Word or compatible

0.3.3. Other 

Internet access (optional, required for automatic updates, see chapter 9 and online help)

0.4. Files Pegasus creates and works with the following files

File Extension

Description

hcf

XML file in hcm format containing all thickness measurement relevant data. Can be opened by Pegasus.

hcz

Zip file containing hcf file and attached documents. Default file format of Pegasus.

bak

Backup file containing the previous project state. This file will be created when the project is saved. This fill will be stored in the same directory as the hcz file.

as

Binary file containing the same data as hcf file but in a more comprehensive format. This file will be stored in the local temporary directory (to be found by entering %TEMP% in file explorer) if the auto save option is activated

0.5. Main Elements The tool is operated via a graphical user interface. The standard operation model is menu-driven whereas frequently used commands are provided as a toolbar.

0.5.1. Graphical User Interface The graphical user interface consists of several areas, see Figure 1

Menue

Tool Bar

Attached Documents Project Panel Work Area

Output Window

Status Bar Figure 1: Main elements of the user interface

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0.5.2. Menu The Menu provides fast access to commands or options available to users in the current context.

0.5.2.1.

File Menu

create new project (…

Creates a new, empty project with standard legacy GL or standard legacy DNV tolerances. Currently opened projects and all related views will be closed.

Open…

Opens an existing project using a dialogue. The current project and all related views will be closed. The default file extension is .hcz

Close

Closes the current project and all related views

Save

Saves the current project to a file. The default file extension is .hcz

Save As

Saves the current project to a user defined location and filename.

Import …

Imports content from other files, see section 3.4

Table Preview

Generates a preview of the active table as it appears in the report .

A list of recently opened files is show. Selecting a file will open it.

Exit

Exit the current session. The current project and all related views will be closed.

0.5.2.2.

Edit Menu

Typical commands for editing tables are provided. Some of them are context dependent and thus enabled or disabled if not applicable. For the most common commands short cuts are available. New Line

Inserts a new line into the active table at the current cursor position.

Delete Line

Deletes the selected line(s) from the active table.

Undo

Undo the last action (only available for a subset of actions)

Redo

Redo the last action (only available for a subset of actions)

Cut

Cuts selected line(s) or cells from the active table.

Copy

Copies selected line(s) or cells into the active table.

Paste

Pastes clipboard content at the current cursor position into the active table.

Insert Lines

Inserts previous cut or copied lines at current cursor position

Set Data…

Assign data to currently selected cell(s), columns.

Find in Table…

Search a string in the selected cells of a table

Replace in Table…

Search & replace a string in selected cells of a table

0.5.2.3.

View Menu

This menu allows hiding of elements of the graphical user interface temporarily to increase active editing area. Also, table columns can be hidden temporarily depending on the type of the measurement campaign and the use case. The original status of elements and columns can be restored via this menu. Another alternative to increase the working area is to hide elements of the user interface by a windows standard mechanism. Statusbar

Hide and show the status bar

Output Window

Hide and show the output window

Measurement Device

Hide and show the measurement device window

Attachments

Hide and show list of all attachments, mainly measurement locations on the ship structure.

Attached Documents

Hide and show preview window for attached sketches.

0.5.2.4.

for

identifying

Tools Menu

Edit user specific options, see section 0.5.9

Options…

0.5.2.5.

sketches

Help Menu

Help for …

Provides a context dependent help topic for the current view. Can also be accessed by F1.

Help Contents

Opens the User Manual in standard PDF-viewer.

DNV GL homepage

Opens the homepage of DNV GL using the standard browser

Bugreport

Opens the standard mail program to send a bug report to the developers at DNV GL. The current project file will be attached automatically. Please enter a title of the problem as subject and a more detailed description in the mail body after the “Notes:” statement

Check for updates

Check if new program version from GL server is available and update installed version if wanted.

About

Information about the program version

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0.5.3. Toolbar The toolbar provides quick access to frequently used functions from the Menu. These functions are: Open Save Undo Redo Cut Copy Paste Table preview Options

For detailed description of functionality refer to section 0.5.2.

0.5.4. Project Panel After project creation or reloading the project panel offers button General Data, TMTables, Results and Report providing functionality for detailed project definition and measurement assessment (Figure 2). In case of Pegasus Full functionality the additional command buttons 3D Views and 3D Part Filter are provided. The specific behaviour of these panels is explained in the following sections.

Figure 2: Project Task Panel

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0.5.5. Work Area The work area is used to display different windows containing information of various aspects of the ship or the thickness measurement campaign, see Figure 3. The following sections describe how readings are entered into the tables or assigned to a 3D model, how forms are filled in and how results are viewed and assessed.

Figure 3: Different views in the Work Area

0.5.6. Attachments The list of attachments, see Figure 4, provides one or more documents related to the ship, e.g. drawings, pictures, capacity plans. These documents will appear in the report directly after the front page. Supported image file formats are: jpeg, png, emf, wmf, and bmp. All added documents can be exported to a user defined folder. Note:

Files added to the list are copied. Therefore any subsequent changes to those files are not reflected in the generated report.

Figure 4: List of attachments

0.5.7. Measurement Device The measurement device window provides functionality to import and manipulate gauging data given as UltraMATETM’s .utm files, see Figure 5. For detailed description of the functionality see section 8.

Figure 5: Measurement Device window

0.5.8. Output Window The output window holds information about recently executed operations, warnings and errors.

0.5.9. The Options Window The options window provides several tabs for changing the program behaviour mainly. The default command can be used to reset the options back to the default settings.

0.5.9.1.

General Options

Under the “General” options tab (Figure 6) the auto save function can be enable or disabled. If it is enabled an auto save interval can be defined. We recommend to enable auto saving. The option “automatic check for updates on startup” specifies whether the Pegasus update server should be contacted to search for program updates on startup.

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Figure 6: General Options

0.5.9.2.

TM-Table Creation Options

Some TM-tables can be preconfigured according to the size of the ship. For instance the number of rows is known when the steel drawing of the ship is available (strake length in the TM-1). The same holds true for cross sectional tables TM-2(i) and TM-2(ii), see Figure 7.

Figure 7: Table options For tables of type TM-1, the default number of plates in strake fore and aft from amidships can be defined, see Figure 8. If the numbers to fore and aft end are different,

the maximum should be chosen. For example, setting this value to 5 will result in 11 rows, 5 forward, 1 mid ship, and 5 aft.

Figure 8: predefined number of plates in strake (for TM-1) For tables of type TM-2(i), the default number of strakes between stringer and centre can be specified, see Figure 9. For example, setting this parameter to 3 results in 5 rows for the TM-2(i): 1 stringer plate strake, 3 strength deck strakes, and 1 sheer strake.

Figure 9: predefined number of strakes TM-2(i) options For tables of type TM-2(ii), the default number of shell strakes can be specified, see Figure 10. While sheer strake and keel strake is fixed, the number of strake for side shell, bilge and bottom can be given. For example, 2 side shell strakes, 2 bilge strakes and 2 bottom platting strakes, result in 7 (keel strake taken into account) rows in the TM-2(ii) form.

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Figure 10: TM-2(ii) options The behaviour of the table editing can be changed using the last two options. Movement of the cursor on pressing the enter key can be switched by the last option. The cursor can move top to bottom or left to right on pressing enter. When left to right movement is chosen, the cursor moves into the next line when leaving the last editable cell in a line.

0.5.10.

Getting Help

For each context, the corresponding section of this manual is immediately available via function key F1. The overall help can be invoked from the Help menu opening this pdf file.

1.

Open Project

When starting Pegasus the project panel shown in Figure 1 gives support for creation of a new project file or reloading previous created project files (see Figure 11).

Figure 11: Open Project Panel

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2.

General Data

Selecting General Data from the project panel will offer menus for collecting all necessary information for the thickness measurement project like ship name, applied rule set, compartments, name of the thickness measurement company and a checklist.

Figure 12) General Data Panel

2.1. Main Particulars General data about the ship are recorded in this form, see Figure 13. Most input fields can be edited if necessary at any time. Specific information about the input fields is provided below.

Figure 13: Main particulars

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Input fields Ship’s name

Name of the vessel to be measured

IMO number

IMO number of the vessel

Class identity number

DNV GL identity number

Port of registry

Port of registration

Gross tons

Gross tons of the vessel

Deadweigth

Deadweight of the vessel

Date of build

Vessel’s building date (date of delivery)

Classification society

DNV GL

Newbuilding society

Classification society which supervised the newbuilding.

Applied Rule Set according to

Name of classification society whose rule set is used for determining maximum diminution for structural members. For self created projects the applied rule set can be changed between GL Tanker, GL Bulker and other GL Ships, for predefined projects provided by GL the rule set can only be shown.

Ship type

Type of the vessel can be chosen from a predefined list. In case the specific type is missing, choose “Other”.

CAP

"Condition Assessment Program". In-depth assessment and verification of the condition of any vessel built under the supervision of DNV GL or another IACS society. If not all readings are assigned to a compartment the report generation will be denied.

ESP

"Enhanced Survey Program". Additional class notation that the ship's hull and piping in way of cargo area will be surveyed according to an enhanced survey program. If not all readings are assigned to a compartment the report generation will be denied.

UR S12 …

Check, when IACS unified requirement 12 for side structures in single side skin bulk carriers applies

UR S18 …

Check, when IACS unified requirement 18 for evaluation of scantlings of corrugated transverse watertight bulkheads in non-CSR bulk carriers considering hold flooding applies

UR S21 …

Check, when IACS unified requirement 21 evaluation of scantlings of hatch covers and hatch coamings of cargo holds of bulk carriers, ore carriers and combination carriers applies

UR S21a …

Check, when IACS unified requirement 21 evaluation of scantlings of hatch covers and hatch coamings and closing arrangements of cargo holds of ships applies

UR S31 …

Check, when IACS unified requirement 31 renewal criteria for side shell frames in single side skin bulk carriers and single skin obo carriers not build in accordance with ur s12 rev.1 or subsequent revisions applies

Date input: The date format used throughout the application is “yyyy-mm-dd” according to ISO 8601. Dates can be entered either by setting each component numerically or by date selection from a calendar, see Figure 14 and Figure 15 respectively, The calendar opens when left-clicking the arrow on the right hand side of the date input field

Figure 14: Specifying a date numerically

Figure 15: Specifying a date via calendar Once a date is set it can be changed using the arrow keys on the calendar. For this select the date field by left-clicking and navigate to the according entry for year, month or day with the left and right arrow keys.

Rule Set input: If the Pegasus Lite project was not provided by DNV GL the applied rule set can be changed by clicking the Change button left beside the name of the current applied rule set. This will open a window listing all possible structural members that can be used for table based measurement recording. Clicking the Change button of this window will open a window allowing the selection of the rule set to apply (see Figure 16).

Figure 16: Change of Rule Set

Editing Structural Member Types: Pegasus Lite functionality comes with a predefined list of structural member types and referring rules for the computation of the maximum diminutions. These predefined structural member types can be extended by subtypes enabling the definition of different corrosion margin rules for structural parts of the same structural member type but located at different areas.

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Figure 17: List of predefined structural member types Using the insert and remove line buttons of the local toolbar (see Figure 17: List of predefined structural member types) allow creation and deletion of structural member subtypes. The name of a subtype can be chosen arbitrarily, the diminution formula can be defined by the following syntax: GL

Compute maximum allowed diminution acc. to legacy GL formula (default)

mm

Maximum allowed diminution is defined by an absolute value, e.g. 1.5mm

%

Maximum allowed diminution is defined by percentage of the original thickness, e.g. 20%

%+-mm Maximum allowed diminution defined as combination of absolute and percentage value, e.g. 20% + 1mm

Note:

This feature is only available for DNV GL users having a special license file.

2.2. Compartments For some kind of measurement campaigns, e.g. CAP and ESP, it’s necessary to provide a statistics based on compartments - hence there is a need to assign readings to compartments.

In case of table based recording using Lite functionality this requires a manual assignment of readings to the related compartment(s) in the different measurement tables TM-xx.

2.2.1. Compartment Definition Creating a new project for table based recording using Lite functionality there won’t be any compartment definition unless the project is provided by DNV GL in the case of a measurement campaign according to TM-7S31. Every compartment in scope of measurements has to be created. That can be done via the compartment menu or via the local toolbar button of the TM-Tables (see Figure 18). Using the local toolbar button opens a dialog; see Figure 19, where the name must be specified. The type (or purpose) of the compartment has to be chosen from a predefined list.

Figure 18: Compartment creation via local TM-Tables toolbar

Figure 19: Compartment creation dialogue All compartment definitions are contained in a table accessible via the Compartments menu provided by the General Data panel, see Figure 20. Previously defined compartments can be edited or deleted while new compartments can be created directly in the table.

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Figure 20: Compartments table

Table columns Name

Compartment name

Purpose

Compartment type to be chosen from a predefined list.

Side

Portside, starboard side or centered

2.2.2. Compartment Assignment with Lite Functionality In order to assign a compartment to a reading with Lite functionality the compartment columns must be enabled (show/hide compartment column toggle), see Figure 21.

Figure 21: Compartment results, additional compartment columns

Left-clicking a compartment cell and selecting a defined compartment from the dropdown list assigns the reading to a compartment. In order to assign the same compartment to several readings, simply select all cells or the whole column. Then use the set data function to assign a value simultaneously. The principles of compartment assignment will be defined by the attending surveyor.

2.3. Campaign Details General information about the measurement campaign is recorded in this form. Most input fields can be edited if necessary at any time, see Figure 22. Specific information about the input fields is provided below

Figure 22: Campaign details

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Input fields Thickness measurement company

Name of operating thickness measurement company

Certified by

DNV GL (*)

Certificate number

certificate number for the thickness measurement company issued by DNV GL (*)

Certificate valid from/to

Validity period of company’s certificate (*)

Place of measurement

Place where the measurements are carried out

Thickness measurements from/to

period when the measurements are carried out

Next survey due

Due date of next survey

Type of next survey

Select type of next survey

Measurement equipment

Details of the measurement equipment / device, including manufacturer and type

Name (of Operator 1,..,3)

Name of the person(s) taking the measurements

Qualification (of Operator 1,..,3)

Qualification level of operator

Name of surveyor

Name of DNV GL surveyor

Date of reporting

Date of the final report

Report number

Report number

Comments

Free formatted comments related to the measurement campaign.

(*) Fixed values, specified as part of the software license.

3.

TM-Tables

According to the IACS3 thickness measurements have to be reported in specific forms. In case of Lite functionality the software supports the IACS reporting forms TM-1, TM-2, TM-3, TM-4, TM-5, and TM-6. For bulk carriers additional forms TM-7 and TM-7S312 are supported. Forms TM-1 to TM-7 can be generated by the user. Due to precalculations needed to set up the TM-7S31, this form will be provided by DNV GL to the ship owner for every single ship prior to the measurements. (In case of Full functionality the IACS tables TM-1, TM-2, TM-3, TM-4, TM-5, TM-6 and TM-7 will be created automatically from the readings assigned to the 3D model nevertheless the TM-tables can also be created manually e.g. for parts of the structure which does not exist in the 3D model.) Every reading is located on a structural part (plate/stiffener) belonging to a structural member (main deck, shell, etc. ). For each plate or stiffener the maximum allowable diminution is determined from the respective structural member and the original thickness. Note:

In case of local corrosion the corrosion margin is set to 20% of the original thickness as default. Depending on the type of corrosion, this local corrosion margin can be overwritten as defined by the attending surveyor.

The necessary steps to establish the assignment for different table types are explained in detail in the following sections. Note:

All values have to be entered with decimal delimiter according to country specific local, i.e.. 10,5 in German and 10.5 in English. All values have to be entered in [mm]. The original thickness has to be entered in accordance to the thicknesses approved by DNV GL for the vessel to be measured.

Measurement assessment For some measured values a rating symbol in the Diminution column A is shown. This symbol is used to indicate a specific degree of corrosion or a warning that is related to this measurement, for example a measured value that exceeds the original thickness or a case where the maximum diminution can’t be determined correctly, see Table 1. Substantial corrosion Substantial Corrosion is an extent of corrosion such that assessment of corrosion pattern indicates a wastage in excess of 75% of the maximum allowable diminution, but within acceptable limits. Structural part has to be replaced In case of corrosion which exceeds the maximum allowable diminution the corresponding structural part has to be renewed. Measured value exceeds original thickness maximum diminution can’t be determined from

Table 1: Assessment symbols

2

IACS, Unified Requirements S, Strength of Ships

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structural member

3.1. Table Creation Selecting TM-Tables from the project panel will open the menu for recording the thickness measurements based on tables. The IACS3 compliant reporting tables can be generated by the local toolbar of the Tables panel, see Figure 23. The different types TM1 to TM-7 are available according to the ship type. Note:

TM-7 is not available for tankers.

Figure 23: Table creation via toolbar A new created table opens immediately. Existing tables are listed in the table tree of the measurement Table panel. They can be opened by a single or double left-click. Note:

For each table type, the tooltip specifies which structural members are supported

3.2. Table Basics All tables are organized in the TM-Tables panel as tree, see Figure 24. Single or double left-click on each node opens the table and places the cursor at the top left cell.

3

IACS, Unified Requirements Z, Survey and Certification

Figure 24: Measurement tables tree

3.2.1. Table Organization The order of measurement tables can be changed by moving a selected table via drag and drop up and down. Furthermore folders can be used to better organize measurement tables. The report created uses the same table ordering as within the table tree folders.

Figure 25: Folder organization of measurement tables

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3.2.2. Reading Editing For all table types except TM7S31 there is a set of basic functions available from the local toolbar of that table.

Figure 26: Local toolbar of a table

Define favorite

structural members to appear at first in the referring select list. If not edited, the structural members per table type appear at the top of this list.

three most used

Inserts a new line below recent cursor position, copy values from the row above and place the cursor in the new row Delete selected row(s) (disabled if no row is selected) Different values for original thickness can be specified on portside and starboard side. In this case, two columns for Org. Thk. are needed. The button shows or hides the two respective columns for original thickness. And maximum allowable diminution. Hide and restore diminution columns in all tables Hide and restore additional columns used to define and show the compartment to which a measurement is related. The specification of compartments is optional except for CAP and ESP measurement campaigns. Create

compartment

Cells can be selected either by keeping the left mouse button pressed while moving the cursor across cells or by using the cursor keys while keeping the SHIFT-Button pressed. Rows and columns can be selected by left clicking the marked area beside and above the cells respectively, see Figure 27.

Figure 27: Selection of cells, rows and columns Available selection commands are context dependent. They are provided by the Edit Menu and by the context menu(right-click on the selection). The full set of available commands for selected cells provided in the Edit Menu: Cut

Cuts selection

Copy

Copy selection

Paste

Paste selection

Insert lines

Inserts previous copied lines

Set data…

Sets cell data

Find in Table…

Finds value in selection

Replace in Table…

Finds and replaces value in selection

3.3. Table Types 3.3.1.1.

TM-1 Deck, Bottom and Side Shell Plating

TM-1 tables, see Figure 28, shall be used for recording of thickness measurements of:    

All strength deck plating within cargo length area. Keel, bottom shell plating and bilge plating within the cargo length area. Side shell plating that is all wind and water strakes within the cargo length area. Side shell plating that is selected wind and water strakes outside the cargo length area.

The strake position shall be indicated as follows: 32 / 102

  

For strength deck indicate the number of the strake of plating inboard from the stringer plate. For bottom plating indicate the number of the strake of plating outboard from the keel plate. For side shell plating give number of the strake of plating sheerstrake and letter as shown on shell expansion.

For oil tankers all deck plating strakes are to be recorded, for ore/oil and bulk carriers only the deck plating strakes outside line of openings are to be recorded. Measurements are to be taken at the forward and aft areas of all plates and the single measurements recorded are to represent the average of multiple measurements. For Oil tankers additional measurements have to be taken where plates cross ballast/cargo tank boundaries, here separate measurements for the area of plating in way of each type of tank are to be recorded.

Figure 28: TM-1 Input fields Structural Member

Select a

Description Comment

Additional information concerning the measured strake Free text comment regarding the table.

structural member from a predefined list available for TM-1.

Table columns Plate Position

Plate position in the corresponding strake

No. or Letter

Plate identifier in the sketch

Org. Thk.

Original thickness of the component to be measured

Max. Diminution

Maximum allowed diminution (in mm and % of original thickness)

Forward Reading Aft Reading

Readings at fore end of plate

L

Flag if corrosion is local

Readings at aft end of plate

3.3.1.2. TM-2(i) Strength Deck and Sheer Strake Plating at Transverse Section TM-2(i) tables, see Figure 29, shall be used for recording of thickness measurements of: 

Strength deck plating and sheer strake plating transverse sections

at an exact frame station which has to be stated in the form. For Oil tankers all deck plating strakes are to be recorded, for ore/oil and bulker ships only the deck plating strakes outside line of openings are to be recorded. The topside area comprises deck plating, stringer plate and sheer strake (including rounded gunwales). See the figure below for a typical transverse section of a bulk carrier indicating longitudinal members to be recorded in TM-2(i) table.

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See the figure below for a typical transverse section of an oil tanker or an oil/ore ship indicating longitudinal members to be recorded in TM-2(i) table.

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Figure 29: TM-2(i)

Input fields Description

Additional information about the measurements

Frame Number

Frame number of cross section

Comment

Free text comment regarding the table.

Table columns Strake Position

Strake position of plate

Structural Member

Select a

No. or Letter

Descriptive number or letter, can be used for identification on sketch or drawing

Org. Thk.

Original thickness of the component to be measured

Max. Diminution

Maximum allowed diminution (in mm and % of original thickness)

Gauged P/S

Readings for portside and starboard side respectively

L

Flag if corrosion is local

3.3.1.3.

structural member from a predefined list available for TM-2(i).

TM-2(ii) Shell Plating at Transverse Section

TM-2(ii) tables, see Figure 30, shall be used for recording of thickness measurements of: 

Shell plating transverse sections

at an exact frame station which has to stated in the form. The bottom area comprises keel, bottom and bilge plating. See the figure below for a typical transverse section of a bulk carrier indicating longitudinal members to be recorded in TM-2(ii) table.

See the figure below for a typical transverse section of an oil tanker and an oil/ore ship indicating longitudinal members to be recorded in TM-2(ii) table.

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Figure 30: TM-2(ii)

Input fields Description

Additional information about the measurements

Frame Number

Frame number of cross section

Comment

Free text comment regarding the table.

Table columns Strake Position

Strake position of plate

Structural Member

Select a

No. or Letter

Descriptive number or letter, can be used for identification on sketch or drawing

Org. Thk.

Original thickness of the component to be measured

Max. Diminution

Maximum allowed diminution (in mm and % of original thickness)

Gauged P/S

Readings for portside and starboard side respectively

L

Flag if corrosion is local

3.3.1.4.

structural member from a predefined list available for the TM-2(ii).

TM-3 Longitudinal Members at Transverse Section

TM-3 tables, see Figure 31, shall be used for recording of thickness measurements of Longitudinal Members at transverse sections at an exact frame station which has to stated. See the figure below for a typical transverse section of a bulk carrier indicating longitudinal members to be recorded TM-3 table.

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See the figure below for a typical transverse section of an oil tanker and an oil/ore ship indicating longitudinal members to be recorded in TM-3 table.

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Figure 31: TM-3

Input fields Description

Additional information about the cross section position

Frame Number

Frame number of cross section

Comment

Free text comment regarding the table.

Table columns structural member from a predefined list available for TM-3.

Structural Member

Select a

No. or Letter

Descriptive number or letter, can be used for identification on sketch or drawing

Org. Thk.

Original thickness of the component to be measured

Max. Diminution

Maximum allowed diminution (in mm and % of original thickness)

Gauged P/S

Readings for portside and starboard side respectively

L

Flag if corrosion is local

3.3.1.5. TM-4 Transverse Structural Members in Double Bottom, Hopper Side and Topside Water Ballast Tanks TM-4 tables, see Figure 32, shall be used for recording of thickness measurements of transverse structural members in the double bottom, hopper side and topside water ballast tanks. See the figure below for a typical transverse section of a bulk carrier indicating transverse members to be recorded in TM-4 table.

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See the figure below for a typical transverse section of an oil tanker and an oil/ore ship indicating transverse members to be recorded in TM-4 table.

Figure 32: TM-4

Input fields Location of structure

Descriptive text concerning the location of the measured structure

Frame Number

Frame number where measurements are taken

Coment

Free text comment regarding the table.

Table columns Structural Member

Select a

Item

Descriptive number or letter, can be used for identification on sketch or drawing

Org. Thk.

Original thickness of the component to be measured

Max. Diminution

Maximum allowed diminution (in mm and % of original thickness)

Gauged P/S

Readings for portside and starboard side, respectively

L

Flag if corrosion is local

3.3.1.6.

structural member from a predefined list available for TM-4.

TM-5 Transverse Bulkhead

TM-5 tables, see Figure 33, shall be used for recording of thickness measurements of transverse bulkheads in cargo hold. See the figure below for a typical transverse bulkhead of a bulk carrier, an oil tanker and an oil/ore ship, respectively.

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Figure 33: TM-5

Input fields Location of structure

Descriptive text identifying the location of the measured structure

Frame Number

Frame number where measurements are taken

Comment

Free text comment regarding the table.

Table columns Structural (Plating/stiffener)

Component

Select a TM-5.

structural member from a predefined list available for

Item

Descriptive number or letter, can be used for identification on sketch or drawing

Org. Thk.

Original thickness of the component to be measured

Gauged P/S

Readings for portside and starboard side, respectively

Max. Diminution

Maximum allowed diminution (in mm and % of original thickness)

L

Flag if corrosion is local

3.3.1.7.

TM-6 Miscellaneous Structural Members

TM-6 tables, see Figure 34, shall be used for recording of thickness measurements of miscellaneous structural items including  Hatch coamings  Deck plating between hatches  Hatch covers  Inner bulkhead plating See the figure below for a typical transverse section of a bulk carrier indicating longitudinal and transverse members for TM-6 tables.

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See the figure below for a typical transverse section of an oil tanker and an oil/ore ship indicating longitudinal and transverse members for TM-6 tables.

Figure 34: TM-6 50 / 102

Input fields Structural Member

Select a

Location of structure

Descriptive text concerning the location of the measured structure

Comment

Free text comment regarding the table.

structural member from a predefined list available for TM-6.

Table columns Description

Further information about the component (plate or stiffener)

Item

Descriptive number or letter according to added sketch

Org. Thk.

Original thickness of component to be measured

Max. Diminution

Maximum allowed diminution (in mm and % of original thickness)

Gauged P/S

Readings for portside and starboard side, respectively

L

Flag if corrosion is local

3.3.1.8.

TM-7 Cargo Hold Transverse Frames

TM-7 tables, see Figure 35, shall be used for recording of thickness measurements of transverse frames in cargo holds . TM-7 tables are therefore applicable to bulk carriers only. See the figure below for a typical transverse section of a bulk carrier indicating transverse members to be recorded in TM-7 tables.

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Figure 35: TM-7

Input fields compartment from a predefined list. If the list does not contain the compartment, create a new one easily via the toolbar.

Compartment

Select a

Description

Descriptive text concerning the location of the measured structure

Comment

Free text comment regarding the table.

Table columns Frame Number

Frame number of measured frame

Structural Member

Select a

Org. Thk.

Original thickness of component to be measured

Max. Diminution

Maximum allowed diminution (in mm and % of original thickness)

Gauged P/S

Readings for portside and starboard side, respectively

L

Flag if corrosion is local

structural member from a predefined list available for the TM-7.

Additional Commands For web frames, measurements are taken for lower, middle and upper parts. To show a specific part toggle buttons can be used. show upper part show middle part show lower part show all parts

3.3.1.9.

TM-7S31 Cargo Hold Side Shell Frames

Pre-calculations are needed to set up the TM-7S31, furthermore the scope of the measurements is specified by DNV GL. Hence prefilled tables of this type will only be provided by DNV GL to the ship owner for every single ship prior to the measurements. These tables must be used to guarantee a complete and consistent assessment. TM-7S31 tables, see Figure 36, shall be used for recording of thickness measurements of cargo hold transverse frames of bulk carriers under IACS UR S31.

Figure 36: TM-7S31 Input fields Comment

Free text comment regarding this measurement table.

Table columns Measurement Values

Individual measurements, up to 10 readings per item can be entered

A mean value is calculated automatically from the individual measurements and shown in column tM.

3.4. Data Import In most cases measurement data are entered into the tables only after the measurement campaign has finished. In order to support recording of data by several persons, the software allows file merging in case of Lite functionality. To merge two or more files it is mandatory that all files have the same Main Particular data. At least IMO number, ship name and applied rule set and the internal measurement campaign id must be identical. The following procedure is highly recommended for a smooth data import: 1. Create a basic project file including all ship specific general data (to be defined in the Main Particular and Compartments sub-items of the General Data panel). 2. Create a copy of this file for all involved persons. 3. After finishing data collection, gather all files at a single place and import them back to the basic file, one-by-one. The import comprises transfer of all tables, attachments corresponding to tables and compartment definitions. 54 / 102

To run the file import, select “Import …” in the File menu, see Figure 37. A file dialog will open allowing selecting the file to be imported.

Figure 37: Data import Note:

The merging of files is only supported for pure table based measurements (Lite functionality)

4.

TM-3D-Model

Performing 3D based measurement recording, i.e. using Pegasus Full functionality, requires a model of the ship structure given in HCM format. This HCM format describes the structural model in terms of plates and stiffeners with 3D shapes, properties and affiliation to structural members and compartments4. Total Model

Compartments

Compartment 1 S

Compartment 1 P

Compartment 2 S

Compartment 2 P

Compartment 3 S

Compartment 3 P

Structural Members

Shell

Centerline Bulkhead

Transversal Bulkheads

Deck

Figure 38: Principal 3D Model setup as defined by the HCM standard

Note:

The assignment of structural parts to compartments and structural members is model inherent and is not part of Pegasus. Hence Pegasus will represent compartments and structural members as they were defined by the model setup.

Assigning readings to this 3D model requires a graphical view displaying the structural parts where thickness measurement shall be carried out. Within this view readings are created by mouse click on the shown structural parts storing information about the location of reading (3D coordinates) and the referring structural part with approved thickness and maximum allowed diminution. Views can be arbitrarily created and stored with Pegasus to allow specific measurement recording.

4

http://sourceforge.net/projects/openhcmstandard/

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Overall View

Strake View Figure 39) Different views on a 3D model Note:

Cross Section View

Compartment View

A view is just a utility allowing recording of readings independent from any assessment or reporting requirements. I.e. a view can be deleted without any impact on recorded readings, their assessment or report generation.

4.1. View Creation Selecting 3D Views (see above) from the project panel will open the menu for recording the thickness measurements based on a 3D model. Views can be created by the local view toolbar providing four methods for convenient view creation with minimum data input: Cross section view, strake view, compartment view and an overall view. Each view can be modified after creation using the 3D Part Filter, explained in section 4.2.1.1 to adapt the view to the necessary requirements, e.g. adapt a view to have a closer look into structural details.

Figure 40: 3D View creation via toolbar

4.1.1. Cross Section View Creation A cross section view showing the ship structure within a dedicated frame range or at an exact frame position and can be created by the cross section view wizard in figure below.

Figure 41: Cross section view creation via toolbar The frame position resp. the frame range can be defined by the menu below.

Figure 42: Cross section view creation Xmin

Frame number defining the foremost x coordinate of the cross section. If checkbox not ticked, frame number is set to the minimum frame number of the model.

Xmax

Frame number defining the aftermost x coordinate of the cross section. If checkbox not ticked, frame number is set to the maximum frame number of the model.

Note:

Intermediate frame positions can be entered by +/- , e.g. 72 +200 defining the position at 200mm in front of frame 72. If Xmin and Xmin are set to the same frame number an exact cross section view (with zero x extension) will be created.

4.1.2. Strake View Creation A strake based view showing a longitudinal extended structural member can be created by the strake view wizard in figure below.

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Figure 43: Strake view creation via toolbar The structural member can be selected by the menu below.

Figure 44: Strake view creation using structural member list S.

Name

structural members to be shown in the view. Ticking checkbox in structural members.

Checkbox for selecting first row will select all Name of

structural member. List can be filtered by user defined regular expression to be structural members

entered in first row of the list. E.g. typing DK* will restrict the list to having names beginning with DK (e.g. DK_1, DK_2, DK_FORE) Type

Type of

structural member. List can be filtered according to the type. This filter is structural members.

predefined to restrict the list to longitudinal Description

Description of

structural members.

4.1.3. Compartment View Creation A compartment based view showing all structural parts within this compartment and can be created by the compartment view wizard in figure below.

Figure 45: Compartment view creation via toolbar The compartment can be selected by the menu below.

Figure 46: Compartment view creation

S.

Checkbox for selecting compartments to be shown in the view. Ticking checkbox in first row will select all compartments.

Name

Name of compartment. List can be filtered by user defined regular expression to be entered in first row of the list. E.g. typing Hold* will restrict the list to compartments having names beginning with Hold (e.g. Hold No 3., Hold No 4., Hold No 5.)

Type

Type of

compartment. List can be filtered according to the type.

4.1.4. Multiple View Creation For the sake of convenience cross section, strake and compartment views can be created by the view wizard (see below) simultaneously.

Figure 47: Multiple view creation via toolbar 60 / 102

Figure 48: Multiple view creation

4.2. View Basics All views are organized in the 3D Views panel as tree, see below. Single or double leftclick on each node opens the view.

Figure 49: Measurement View tree

4.2.1. 3D Model Interaction

4.2.1.1.

3D Part Filter

The 3D Part Filter allows the selection of structural parts to be shown in a view by the following filtering criteria   

spatial extension in x, y and z direction (Bounding Box) compartment affiliation (Compartments) structural member affiliation (Structural Member)

A structural part will be shown in a view, if it is 1. located within the selected bounding box 2. part of the selected compartment(s) 3. part of the selected structural member(s) If no filter is active, all structural parts will be shown (see figure Figure 50)

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Unfiltered: All parts shown

Filtered by Bounding Box: Only parts in Bounding Box shown (portside

Filtered by Bounding Box and Compartment: Only parts in bounding box and selected compartments shown

Filtered by Bounding Box, Compartment and Structural Member: Only parts in bounding box, selected compartments and selected structural member shown

Figure 50: Usage of filter for selection of shown structural parts These filters can be configured by the 3D Part Filter panel shown in figure Figure 51.

Figure 51: 3D Part Filter panel consisting of Bounding Box, Compartments and Structural Member filter lists. The Bounding Box filter allows restraining of structural parts to be displayed by the following settings:

Xmin

Frame number defining the foremost x coordinate of the displayed model. If checkbox not ticked, frame number is set to the minimum frame number of the model.

Xmax

Frame number defining the aftermost x coordinate of the displayed model. If checkbox not ticked, frame number is set to the maximum frame number of the model.

Ymin

Coordinate defining the outermost starboard y extension of the displayed model. If checkbox not ticked, coordinate is set to the minimum y coordinate of the model.

Ymax

Coordinate defining the outermost portside y extension of the displayed model. If checkbox not ticked, coordinate is set to the maximum y coordinate of the model.

Zmin

Coordinate defining the lowest z extension of the displayed model. If checkbox not ticked, coordinate is set to the minimum z coordinate of the model.

Zmax

Coordinate defining the highest z extension of the displayed model. If checkbox not ticked, coordinate is set to the maximum z coordinate of the model.

The Compartments filter list allows restraining of structural parts to selected compartments. The filter list has the following columns: 64 / 102

S.

Checkbox for selecting compartments to be shown in the view.

Name

Name of

Type

Type of

compartment.

compartment.

The Structural Member filter list allows restraining structural parts to selected structural members. The filter list has the following columns: S.

Checkbox for selecting

Name

Name of

Type

Type of

Description

Description of

structural members to be shown in the view.

structural member.

structural member. structural members.

The Compartments and Structural Member filter list can be sorted by each column via clicking on the column header. All items can be selected and deselected at once by a click of the right mouse button at the filter list.

Figure 52: Context menu for select / deselect of all filter list items. Note:

Remember to select at least one Structural Member filter to create a view with visible parts. The Compartments filter does not influence the visibility of the structural members.

Note:

The Bounding Box, Compartments and Structural Member filter lists are interconnected. I.e. an activated bounding box filter restrains the compartment and structural member filter list to those compartments and structural members having structural parts lying in the active bounding box. An activated compartment filter restrains the structural member filter list furthermore to those structural members having structural parts belonging to the active compartment(s).

4.2.1.2.

3D Toolbar

If a view is opened a local toolbar as shown in Figure 53 provides tools for manipulating view settings like zoom factor or interactive model clipping as well as tools for the definition and modification of readings.

Figure 53: Local toolbar of 3D View

Store changes in current 3D view. If view changes are stored, leaving and entering the view will recreate the view state as it was stored. Leaving a non-stored view will cause the program to ask for it. Select reading or structural part by left mouse click Create reading by left mouse click on structural part Move reading on structural part by drag and drop (press to move reading to other structural part) Delete reading Selects a standard view (e.g. XYZ- View, XY- View) Centres the graphic Scales the graphic so that it fits best inside the window (auto-scale) ,

,

,

,

Moves the graphic Zoom in, out Show / hide plates of model Show / hide stiffeners of model Show / hide bounding box Activate / deactivate clipping by bounding box Adjusts bounding box to filtered structural parts Hide / Show readings with undefined measured values Hide / Show comment column Hide / Show structural part name column Hide / Show reading coordinates columns Hide / Show diminution columns Opens 3D view property menu Opens the multiple sort menu (see below)

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Figure 54) Multiple sort menu The multiple sort menu allows sorting of the list according to all shown columns. The list can also be multiple sorted by pressing key when double clicking on the column headers.

4.2.1.3.

Property Menu

The property menu allows general settings of views like model colouring and labelling or button from the 3D Toolbar and provides the legends. It can be opened with the following tabs:

Visualization tab Measurement Points Enable toggle

Show / Hide readings in view

Only measured points

Show / Hide only readings with measured thickness value

Only empty points

Show / Hide only readings with no measured thickness value

All points

Show / Hide all readings

Reading Labeling Thickness

Show / Hide thickness of structural parts at readings

Measured Value

Show / Hide measured thickness of readings

Colors and Filters Colorize by Measurement

Colorize structural parts by smallest measurement (light blue if not measured, dark blue if measured value is above approved thickness, green if measured value indicates normal corrosion, yellow if measured value indicates substantial corrosion, orange if measured value indicates that investigation is required and red if measured value indicates that renewal is required)

Thickness

Colorize structural parts by its thicknesses from orange (small thickness) to blue (large thickness)

Group

Colorize structural parts affiliation to its

Max Diminution [mm]

Colorize structural parts by maximum diminution as defined in mm.

Max Diminution [%]

Colorize structural parts by maximum diminution as defined in percentage of original thickness.

structural member

Layout tab Not Supported.

Settings tab This menu provides several settings for the display style. The most important are Font Size Factor

Defines size of all displayed fonts.

Show Coordinate System

Show / Hide coordinate system

Show Frame Table

Show / Hide frame table

Clipped Edge Color

Defines color of clipped edges. Clipped edges are generated at the intersection of bounding box planes and structural parts, e.g. in case of

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cross section views where the yz plane of the bounding box clip longitudinal structural parts. Clipped Edge Style

Defines line style of clipped edges

Show Thickness Colour Legend

Show / Hide thickness colour legend if structural parts are colorized according to their thickness.

Show Model Scale

Show / Hide model scale.

Icon Size Factor

Defines size of reading icons.

4.2.1.4.

Context Menu

(by right mouse click)

Zoom 100 %

Scales the graphic so that it fits best inside the window

clip by frameno

Clip the model via frametable (select with the mouse the first frame and then the second frame). Only possible if a frametable exists.

hide goup

If an element is selected (fe- or geometry- element) this command can hide the corresponding group.

hide element

Only hide the last selected element. The next replot will make the element visible again.

Copy

Copy the actual window to the clipboard

Properties

Opens a dialog-box for the selection of functional elements, which shall be displayed or not. For a 3D Plot of FE-model the selection of elementgroups, loadcases etc. is possible. See also 0.4.2

Print

Print the window

4.2.1.5.

Mouse Navigation

In order to get the structural part of interest displayed in the 3D view, Pegasus provides the following mouse actions:

Left button

Rotates the camera around the focus point.

Left button without movement

Selects the element under mouse cursor.

+ left button

Rotates the camera around itself.

Mid button

Zooms in/out.

Right button

Moves the 3D model.

Right button w/o movement

Context menu.

Mouse wheel

Zooms in/out.

+ left button

Starts a zoom rectangle for zoom. In case, is pressed, the visible area of the 3D model will be fit into the rectangle (zoom out), else the rectangle will be fit into the window (zoom in). can be used to cancel this command.

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4.2.1.6.

Shortcuts

Pegasus provides the following keyboard shortcuts for the 3D model interaction: F

Sets the focus point (see context menu).

P

Toggles perspective view mode on/off

B

Shows clipping box.

C

Toggles clipping on/off.

O

Shows plot property dialog-box.

T

Toggles frame table on/off if present.

Z

Toggles a helper plane on/off that can be moved along the x-axis. The helper plane snaps to frame or clip-range positions if available. Pressing deactivates the snapping.

Hides the selected structural part

or

Zooms out.

or

Zooms in.

Resets zoom.

Cancels the zoom rectangle.

Arrow keys

Rotate the 3D model.

+ arrow keys

Move the 3D model.

Can be used to do some commands finely. E.g. pressing ++ moves the 3D model using a smaller step than + alone.

W, A, S, D, E, X

Moves the camera freely in the corresponding directions: forward, left, back, right, up, down. Forward and back movements are available only in perspective view mode. The velocity depends on the zoom value and may differ depending on the complexity of the model and the power of the computer system. Moving directions can be combined. Holding at least one of the keys you can use the mouse to change the direction of movement by rotation of the camera.

F7

Select reading or structural part by left mouse click

F8

Create reading by left mouse click on structural part

F9

Move reading on structural part by drag and drop (press to move reading to other structural part)

F10

Delete reading

4.2.2. View List The view list shows properties of all readings defined on structural parts shown by the 3D view. This list can be sorted by each reading property in ascending or descending order with respect to each column by double clicking on the column header. Selecting a row in the list will highlight the corresponding reading in the 3D view by an arrow hint, selecting a reading in the 3D view will select the corresponding row in the view list. Deletion of a row will delete the reading in the 3D view and vice versa.

List columns Structural Part

Readings

P

Type of structural part (plate or stiffener)

Name

Name of the structural part

Structural Member

The structural belongs to

Side

Location of the component: portside or starboard side

Org.Thk.

Original thickness in [mm]

Value

Measured thickness in [mm]

Max. Diminution

Maximum allowable diminution in [mm]

Diminution

mm

Actual diminution in [mm]

%

Relative diminution with respect to original thickness

A

Assessment, see below

L

Flag if local corrosion

Comment

member the structural part

Free text for comment to reading

4.2.3. View Organization The order of views can be changed by moving a selected view via drag and drop up and down. Furthermore folders can be used to better organize views.

Figure 55: Folder organization of views 72 / 102

4.2.4. Reading Editing Once a view is created, a reading can be created on any displayed structural part by left mouse click after activating the reading creation mode in the 3D toolbar (see section 4.2.1.2.) The created reading will be displayed as small icon on the structural part and as new row in the view list showing the referring properties of the reading. Depending on the kind and spatial orientation of the structural part, different shapes of icon will be used: Reading is on longitudinal plate Reading is on transversal plate Reading is on longitudinal stiffener Reading is on transversal stiffener

Readings are created with an undefined measured thickness value, indicated with a white coloured icon and value UNDEF in the referring cell in the view list. After a reading is created, the focus will be changed from the graphic to this cell to facilitate measurement value entering. If a thickness value is entered for the reading, the icon will be coloured according to the following scheme:

Figure 56: Colouring scheme for reading icons and structural parts Readings can be deleted either by selecting the referring row in the view list and pressing the DEL key or by activating the reading deletion mode in the 3D toolbar (see section 4.2.1.2.) and selecting the reading to be deleted in the graphic. Readings can be moved within the referring structural part by activating the reading movement mode in the 3D toolbar (see section 4.2.1.2.), selecting the reading in the graphic and move it by drag and drop to the new position. If the key is pressed

during this operation, the reading can also be moved to any other structural part in the graphic.

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5.

Results

Selecting Results from the project panel provides access to different lists comprising readings with a degree of corrosion beyond predefined limits as well as a compartment based statistic, see Figure 57. These lists are dynamic, i.e. they are updated every time a new reading is entered.

Figure 57: Results sub-panel

5.1. Readings The reading list (see below) shows all readings defined in the project (with or without defined measurement value) and provides individual properties for all readings like comments, coordinates (if present),name of the structural part or compartment assignment. This list can be filtered by predefined filters and sorted by each reading property.

Figure 58 Total List of Readings

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List columns Compartment

Structural Part

Measurement

compartment of reading

Front

Name of front

Reverse

Name of reverse

P

Type of structural part (plate or stiffener)

Name

Name of the structural part

Strake

Name of strake identification if present

Side

Location of the component: portside or starboard side

Structural Member

The to

Org.Thk.

Original thickness in [mm]

Max. Diminution

Maximum allowable diminution in [mm] and %

T

Type of reading, either defined with coordinates (Full) or without coordinates (Lite)

Gauged

Measured thickness in [mm]

Diminution

structural member the structural part belongs

mm

Actual diminution in [mm]

%

Relative diminution with respect to original thickness

A

Assessment

L

Flag if local corrosion

Comment Coordinates

compartment of reading

Free text for comment to reading Frame No

x-coordinate of reading as frame number

y

y-coordinate of reading in [mm]

z

z-coordinate of reading in [mm]

from Table

Link to corresponding TM table in case of table based recorded reading (Lite)

The local toolbar provides several options to filter the list of readings according to different criteria. Show all readings Hide/show readings where degree of corrosion is substantial Hide/show readings where degree of corrosion is renewal Hide/show readings where the maximum allowable diminution can’t be determined due to missing

org. thickness Hide/show readings where the measured thickness is larger than

org. thickness

Hide/show readings where the corrosion is not critical Hide/show readings where front

compartment is not assigned

Hide/show readings where reverse

compartment is not assigned

Hide/show readings where no measured value is assigned Hide / show table based recorded readings (Lite) Hide / Show readings with undefined measured thickness

Beside this also some columns can be hidden or shown:

Hide / Show

compartment assignment column

Hide / Show readings comment column Hide / Show structural part name column Hide / Show reading coordinates columns Hide / Show diminution columns

Opens the multiple sort menu (see section 4.2.2)

5.2. Hotspots The hotspots list collects readings that expose a degree of corrosion beyond predefined limits, see Figure 59. Secondly, it also contains readings for which the current degree of corrosion cannot be determined since the maximum allowable diminution can’t be determined.

Figure 59: Total list of hotspots

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List columns Compartment

Structural Part

Measurement

compartment of reading

Front

Name of front

Reverse

Name of reverse

P

Type of structural part (plate or stiffener)

Name

Name of the structural part

Side

Location of the component: portside or starboard side

Structural Member

The

Org.Thk.

Original thickness in [mm]

Max. Diminution

Maximum allowable diminution in [mm] and %

T

Type of reading, either defined with coordinates (Full) or without coordinates (Lite)

Gauged

Measured thickness in [mm]

Diminution

compartment of reading

structural member the structural part belongs to

mm

Actual diminution in [mm]

%

Relative diminution with respect to original thickness

A

Assessment, see below

Comment

Free text for comment to reading; if reading was defined as local corrosion the string “local corrosion” will appear in this comment. DO NOT DELETE THIS STRING! Otherwise local corrosion flag gets lost. If further comments are needed for a local corrosion reading put comments behind it.

from Table

Link to corresponding TM table in case of table based recorded reading (Lite)

The hotspots list can be sorted in ascending or descending order with respect to each column by double clicking on the column header. The local toolbar provides several options to filter the list of hot spots according the different criteria. Hide/show plates/profiles where degree of corrosion is substantial Hide/show plates/profiles where degree of corrosion is renewal Hide/show plates/profiles where the maximum allowable diminution can’t be determined.

Note:

If the original thickness is smaller than the measured thickness, negative diminutions values appear. Those entries must be considered with care.

hiding and showing of columns:

Hide / Show

compartment assignment column

Hide / Show readings comment column

as well as multiple sorting: Opens the multiple sort menu (see section 4.2.2)

5.3. Hotspots TM-7S31 The hotspot list for the TM7S31 tables comprises side shell frames in single side skin bulk carriers which have to be renewed or recoated according to the IACS Unified Requirements S31 and GL-corrosion criteria, see Figure 60. Ratings for side shell frames to be renewed are generated according to both the IACS UR S31 requirements as well as the GL-corrosion criteria whichever criterion is stricter. This hotspot list is only available for readings recorded in tables of type TM7-S31 using Lite functionality. The hotspots list can be sorted in ascending or descending order by each column by double clicking on the column header. Sorting by column Frame No yields the default plate grouped ordering.

Figure 60: Hotspots TM-7S31

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Table columns Frame No.

Frame number of the web frame

Side

Location of the measurement: portside or starboard side

Zone

Zone in which measurements were taken according to IACS UR S31: A,B,C or D

Orig. Thk.

Original thickness

Max. Diminution

Maximum allowable diminution

tREN

Thickness at which renewal is required according to IACS UR S31

tCOAT

Thickness at which coating has to be done according to IACS UR S31

tM

Average value of measurements taken in this zone of web frame

Diminution, mm

Actual diminution in [mm]

Diminution, %

Relative diminution with respect to original thickness

Diminution, A

Assessment, see below

Diminution, Remark

Applied corrosion criteria: GL or ICAS

Diminution, tRenew

Thickness of renewed part

Compartment

Name and link to corresponding

compartment table

The local toolbar provides the options to show either frames to be recoated or to be renewed. Hide/show frames to be recoated Hide/show frames to be renewed

5.4. ESP Assessment For ships carrying the class notation ESP (Enhanced Survey Program) a survey scope in accordance to IMO-Resolution A.744(18) as amended is required. Notation ESP will be assigned to oil tankers, chemical tankers, bulk carriers and combination carriers in accordance to IACS UR Z11. ESP requires among other things the determination of maximum and average thickness diminution for defined locations and areas. Pegasus Lite functionality helps to evaluate these statistical values from the recorded thickness measurements stored in the thickness measurement tables. The ESP assessment is accessible as icon of the Result panel and creates a window with input and output tab.

Figure 61: ESP assessment

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5.4.1. ESP Location Definition Depending on the ship type and survey cycle different locations and areas must by inspected. The following locations and areas are supported: ESP Location

Short Cut

Considered Tables

Transverse Section

TS

Wind and Water Strakes Superstructure Deck Plating

WWS SDP

TM-2(i), TM2(ii), TM-3 TM-1 TM-6

Deck Plating and under Deck Structure inside line of Cargo Hatch Cover

DPI

TM-6

Compartment(s)

TM-3, TM-4, TM-5, TM-6, TM-7, TM-7S31 TM-6

Plating of Seachests

Considered

Definition by

all

table assignment

Side Shell Plating Miscellaneous Plates all

table assignment table assignment

Structural Members

all

table assignment

compartment assignment

all

Internals in Forepeak and Aftpeak Tank

TM-3, TM-4, TM-5, TM-6

all

Cargo hold hatch covers and coamings

TM-6

all

creation of special

compartment and assignment within used TM-6 table creation of special compartment and assignment creation of special

compartment and assignment within used TM-6 table(s) automatic assignment

Keel Plate

TM-1

Keel Plate

Bottom Shell Plating

TM-1

automatic assignment

Bilge Plating

TM-1

Bottom Shell Plating Bilge Plating

Side Shell Plating

TM-1

Side Shell Plating

automatic assignment

Sheerstrake

TM-1, TM-2(i)

Sheerstrake

automatic assignment

Strength Deck Plating

TM-1, TM-2(i)

automatic assignment

Stringer Plating

TM-1, TM-2(i)

Strength Deck Plating Stringer Plating

TM-5 TM-4, TM-3

all all

automatic assignment automatic assignment

Transverse Bulkheads Transverse Web and adjacent Structural Members

TB TW

automatic assignment

automatic assignment

Table 2: ESP locations for which maximum and average thickness diminution may be calculated The location of Transverse Section, Wind and Water Strakes, Superstructure Deck Plating and Deck Plating and Under Deck Structure inside line of Cargo Hatch Cover will be defined by the ESP assignment table shown in Table 2. For each of these ESP locations the TM tables to be considered can be selected by a check box. Selecting TM tables for different frames for the Transverse Section area will result in maximum and average thickness diminution output for each frame.

Figure 62: Assignment of TM tables to special ESP locations The assignment table can be sorted with respect to a column by double clicking on the column header. For instance all TM tables referring to a special frame can be easily accessed by sorting the assignment table according to the frame number. Additionally the assignment table can be filtered according to the ESP locations currently worked on. Hide / Show columns used for table assignment to a transverse section Hide / Show columns used for table assignment to the wind and water strake Hide / Show columns used for table assignment to a super structure deck plating Hide / Show columns used for table assignment to deck plating and under deck structure inside line of cargo hatch cover

Note:

For correct ESP assessment it is mandatory to use TM tables as intended by IACS and to assign each reading to a compartment!

5.4.2. ESP Location Result For each ESP location as defined in Table 2 the maximum and average diminution in terms of percentage to the original thicknesses (“ESP values”) are shown in the output tab of the ESP assessment. The ESP results are grouped according to the defined 84 / 102

compartments, the transverse sections for each frame and the automatically created ESP locations Keel Plate, Bottom Shell Plating, Bilge Plating, Side Shell Plating, Sheerstrake, Strength Deck Plating, Stringer Plating. For each compartment the referring ESP values of transverse webs (and adjacent structural members), shell frames and transverse bulkheads are listed (see Figure 63 ).

Figure 63: Maximum and average thickness diminution results for ESP areas Placing the mouse pointer over a cell of the “Areas” column will display a summary of the considered TM table as tooltip. Additionally the ESP output table can be filtered according to the different ESP locations: Hide / Show rows showing ESP values for transverse sections Hide / Show rows showing ESP values for the wind and water strake Hide / Show rows showing ESP values for a super structure deck plating Hide / Show rows showing ESP values for deck plating and under deck structure inside line of cargo hatch cover Hide / Show rows showing ESP values for the automatic created ESP locations Hide / Show rows showing ESP values for the compartments Hide / Show rows showing ESP values for the transverse bulkheads Hide / Show rows showing ESP values for the transverse webs (and adjacent

members) Hide / Show rows showing ESP values for the shell frames

Note:

Filtering does not affect the ESP value computation.

structural

5.5. Statistics The scope of the measurement campaign as well as a distribution of readings according their degree of corrosion is provided by the icon Statistics of the Results panel.

Figure 64: Project statistic The distribution of all tables included in the project file according their types is shown on the right hand side. Detailed information about the readings are summarized on the top left hand side, see Figure 64. They are grouped according their degree of corrosion (normal, substantial, renewal required) and suspect groups like Unknown (no maximum allowable diminution available) and Negative (measured value exceeds original thickness). Some general information like number of compartments and number of available structural members and a file identification number (check sum) is shown as well.

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5.6. CAP Assessment CAP assessment requires among other things a statistical assessment of the corrosion condition of compartments. Pegasus Lite functionality helps to evaluate these statistical values from the readings recorded in the thickness measurement tables. A prerequisite for this assessment is that the readings are assigned to the related compartments (i.e. if a reading is located on a structural part shared by two compartments it has to be assigned to both compartments, otherwise to only to one compartment).

Note:

This feature is only available for DNV GL users having a special license file.

5.6.1. CAP Results A list of all compartments is shown displaying the share of readings of in the compartments having different levels of degradation (see Figure 65: CAP Assessment). The degradation within a compartment is further itemized into the main structural elements Deck, Side, Bottom, Inner bottom, Inner Deck, Long. Bulkhead, Trans. Bulkhead, Internal Structure and Hatches&Coamings derived from the referring structural members of the readings (see Table 3: Mapping Structural Member Types to CAP Sub Structures)

Figure 65: CAP Assessment

List columns Name of compartment compartment)

Name

Readings

(or

Number of readings assigned to within the

% of all readings

main

structural

element

within

the

compartment (or main structural element

compartment)

Percentage of all readings assigned to element within the

compartment (or main structural

compartment)

CAP 1, CAP 2, CAP 3, CAP 4

compartment having CAP 1, 2, 3, 4 rating

Percentage of all readings assigned to main structural element within the

Rating

CAP rating of main structural element within the

compartment

Selecting a row in the table will display the degradation of the selected compartment by different types of diagrams on three tabs: Relative Diminution Distribution : Diagram showing percentage of readings over percentage of diminution w.r.t. maximum allowed diminution. Display of lines showing distribution for Deck, Side, etc. can be disabled by local toolbar (see Figure 66: Local Toolbar for CAP Assessment). Absolute Diminution Distribution : Diagram showing percentage of readings over percentage of diminution w.r.t. original thickness. Display of lines showing distribution for Deck, Side, etc. can be disabled by local toolbar (see Figure 66: Local Toolbar for CAP Assessment). Relative Diminution Histogram: Histogram showing number of readings for different levels of diminutions w.r.t maximum allowed diminution. Each diagram can be exported in .jpg format (by context menu) or all diagrams at once via the local toolbar (see Figure 66: Local Toolbar for CAP Assessment)

Figure 66: Local Toolbar for CAP Assessment

Structural Member Type Strength Deck Plating Stringer Plate Sheerstrake Side Shell Plating Bottom Shell Plating Bilge Plating 88 / 102

CAP Main Structural Element Deck Inner Deck Side Side Bottom Side

Structural Member Type Keel Plate Deck Longitudinals (Web) Deck Longitudinals (Flange) Deck Girders and Beams (Web) Deck Girders and Beams (Flange) Side Shell Longitudinals (Web) Side Shell Longitudinals (Flange) Topside Tank Sloping Plate Top Strake Sheerstrake Longitudinals (Web) Sheerstrake Longitudinals (Flange) Bilge Longitudinals (Web) Bilge Longitudinals (Flange) Bottom Longitudinals (Web) Bottom Longitudinals (Flange) Bottom Girders (Web) Bottom Girders (Flange) Topside Tank Sloping Plate Other Plating Topside Tank Sloping Plate Longitudinals (Web) Topside Tank Sloping Plate Longitudinals (Flange) Inner Bottom Plating Inner Bottom Other Strakes Inner Bottom Longitudinals (Web) Inner Bottom Longitudinals (Flange) Inner Bottom Longitudinals (Flange) Hopper Longitudinals (Web) Hopper Longitudinals (Flange) Inner Side Plating Inner Side Longitudinals (Web) Inner Side Longitudinals (Flange) Longitudinal Bulkhead Longitudinal Bulkhead Top Strake Longitudinal Bulkhead Bottom Strake Longitudinal Bulkhead Other Strakes Longitudinal Bulkhead Longitudinals (Web) Longitudinal Bulkhead Longitudinals (Flange) Deck Transverse in Tank (Web) Deck Transverse in Tank (Flange) Bottom Transverse in Tank (Web)

CAP Main Structural Element Bottom Deck Deck Deck Deck Side Side Internal Side Side Side Side Bottom Bottom Internal Internal Internal Internal

Structures

Structures Structures Structures Structures

Internal Structures Inner Bottom Inner Bottom Inner Bottom Inner Bottom Longitudinal Bulkhead Longitudinal Bulkhead Longitudinal Bulkhead Longitudinal Bulkhead Longitudinal Bulkhead Longitudinal Bulkhead Longitudinal Bulkhead Longitudinal Bulkhead Longitudinal Bulkhead Longitudinal Bulkhead Longitudinal Bulkhead Longitudinal Bulkhead Internal Structures Internal Structures Internal Structures

Structural Member Type Bottom Transverse in Tank (Flange) Side Shell Vertical Web (Web) Side Shell Vertical Web (Flange) Longitudinal Bulkhead Vertical Web (Web) Longitudinal Bulkhead Vertical Web (Flange) Cross Tie Transverse Web (Face Plate) Transverse Web Struts Double Bottom Floor (Web) Double Bottom Floor (Flange) Transverse Bulkhead Stiffeners (Web) Transverse Bulkhead Stiffeners (Flange) Transverse Bulkhead Plating Transverse Bulkhead Stringer Plating Transverse Bulkhead Stringer Plating Flange Double Bottom Tank Floor Topside Tank Transverse (Web) Topside Tank Transverse (Flange) Hopper Side Tank Transverse (Web) Hopper Side Tank Transverse (Flange) Side Shell Frame (Web) Side Shell Frame (Flange) Transverse Corrugated Bulkhead (Web) Transverse Corrugated Bulkhead (Flange) Transverse Corrugated Bulkhead (Web) Transverse Corrugated Bulkhead (Flange) Hatch Coaming (continuous) Hatch Coaming Miscellaneous Plates Miscellaneous Stiffeners (Web) Miscellaneous Stiffeners (Flange) Hatch Cover Hatch Cover Stiffeners (Web) Hatch Cover Stiffeners (Flange) Deck Plating between Hatches Bracket (Web) Bracket (Flange) 90 / 102

CAP Main Structural Element Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Transverse Bulkhead Transverse Bulkhead Transverse Bulkhead Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Internal Structures Transverse Bulkhead Transverse Bulkhead Transverse Bulkhead Transverse Bulkhead Hatches & Coamings Hatches & Coamings Internal Structures Internal Structures Internal Structures Hatches & Coamings Hatches & Coamings Hatches & Coamings Deck Internal Structures Internal Structures

Structural Member Type

CAP Main Structural Element User Defined Plate Internal Structures User Defined (Web) Internal Structures User Defined (Flange) Internal Structures Table 3: Mapping Structural Member Types to CAP Sub Structures

6.

Report Generation

TM reports can be generated by the Create Report icon of the Results panel (see Figure 67).

Figure 67: Report Creation Selecting this menu opens a dialogue (see Figure 68) where the filename and path of the report can be specified. “Save” creates a report in RTF (Rich Text Format). By default the report contains all tables and corresponding figures existing in the project. The sequence of the TM tables in the report is the same as under node TM Tables in the project tree.

Figure 68: "Save as" dialog for reports

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In order to change the scope of the final report or to exclude all figures the “save as” dialog provides the Options… command to generate a user defined report. Figure 69 shows a sample scope selection dialog. It allows specifying which measurement tables are to be included in the report. Specific tables can be excluded by unchecking the according entries in the table. If figures shall not be included in the report uncheck the include figures option

Figure 69: Report options . If a standard RTF (Rich Text Format) viewer is installed on the system, e.g. MS Word, the report is automatically opened after the generation process for viewing, printing, and further processing. Note:

Page numbers are not updated automatically. When using MS Word select the whole document content by “CTRL+A” and update all field values “F9” in order to establish the correct page numbering.

Note:

Report generation will be denied for vessels with ESP class notation or subjected to the “Condition Assessment Program” (CAP) if not all readings are assigned to a compartment.

6.1. Report Configuration Performing 3D model based measurement recording, i.e. using Pegasus Full functionality, requires some configuration input to ensure a reasonable IACS conform thickness measurement reporting (see below).

Figure 70: Report configuration in case Pegasus Full functionality The following configuration input is needed: Preselected Frames for TM-2

Frame numbers where TM-2(i) and TM-2(ii) should be created. Frame numbers has to be separated by “;”. E.g. if Preselected Frames for TM-2 is set to 125;145 TM-2 will be created at frame 125 and frame 145 (if readings on relevant structural members at these frames existing)

Minimum # of MP for TM1…TM7

Minimum number of readings contained in referring TM table

Min. Long. Ext. Tolerance

Distance of minimum and maximum x-coordinate of a structural part defining if it is classified as transversal or longitudinal structural part. E.g. a plate extended from frame 100 to frame 100+500mm will be classified as transversal structural part if Min. Long. Ext. is set to 600mm and will be classified as longitudinal structural part if Min. Long. Ext. is set to 400mm.

Frame Selection Tolerance

Spacing around frame to assign readings to it. E.g. if Frame Selection Tolerance is set to 300mm and a reading to be reported in TM-3 is located at frame 112 +200mm will appear in TM-3 table at frame 112.

Bulkhead Clustering Tolerance

Spacing around a transversal bulkhead to assign readings to it. Especially important for corrugated bulkheads where readings are not located on an exact frame position in general.

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7.

Attachments

For table based recording using Lite functionality drawings and other related documents can be attached to measurement tables and measurement campaign details, see Figure 71. The attached documents will be included in the report.

Figure 71: List of attachments Add one or more files to the list of attachments. This open the open file dialog as in Figure 72Remove the selected file(s) from the list of attachments. Export all attached documents from the project to a directory

Figure 72: Attachments file open dialog The attachments are assigned to a measurement table by means of the check boxes in the first column of the attachments window as seen in Figure 73.!

Figure 73: Connect attached document to measurement table.

7.1. Display of Attachments Opening the Attached Documents panel from the tool bar allows displaying of attached documents (see Figure 74 Preview of attached Documents)

Figure 74 Preview of attached Documents The attachment panel shows each attached document of a table as a preview on a separate tab. Switching to another table in the project panel will update the preview with the referring documents.

Rotate preview by 90 degrees-

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8.

Data Interface to UTM Files

Measurement values can be imported from UTM files. In order to establish a connection to UTM files, activate the Measurement Device view in the View Menu.

8.1. Open UTM-File Clicking the Open UTM File button opens an open file dialog to specify the UTM-file to be imported. After confirming the selection the file is listed in the import table. Multiple files can be selected.

A double left-click on the file or Figure 75

shows the content of the respective UTM file, see

Figure 75: Enlarged UTM-File content Use copy and paste to insert the readings into the corresponding tables.

9.

Automatic Updates

Automatic updates are identified, pulled from a server hosted by DNV GL via internet connection and installed on program startup when new versions are available, see. Figure 76). Information if updates (see . Figure 76) are available can be retrieved by the check for updates… command of the Help menu.

Figure 76: Updating Pegasus to the latest version. Note:

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This functionality is available only if an internet connection to the server can be established.

Properties of the update mechanism can be set by the Options menu (seeFigure 77)

Figure 77:Update properties If the “check for new updates and alert if available” is active an alert window appears as soon as an update is available (see Figure 78)

Figure 78: Alert window if update is available

10. Glossary 10.1.

Plate

A structural part made from sheet metal stock material.

10.2.

Stiffener

A structural part made from profile shaped stock material.

10.3.

Structural Member

A high level structural system assembled of plates and stiffeners to fulfil a main strength purpose (e.g. a transverse bulkhead at a dedicated frame). Structural members serve for grouping of structural parts – each structural part is assigned to exactly one structural member.

10.4.

Structural Member Type

Defines the main strength purpose of a structural member (e.g. TRANSVERSE_BULKHEAD or STRENGTH_DECK)

10.5.

Compartment

A compartment is a physical subdivision of space on a ship, designed to hold dry or liquid cargo, fuel, water, passengers, crew, machinery, and equipment. Each compartment may have one or more purposes to specify the intended function or functions of the compartment

10.6.

Hullform

A geometric representation of the outer hull shape.

10.7.

Reading

A point of measurement defined by its affiliation to a structural member (e.g. the shell) and a structural part (e.g. a plate), its location (e.g. at frame 100 at centreline and baseline) and its measurement value (e.g. 17mm).

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10.8.

Org. Thickness

The material thickness (plate, stiffener web, stiffener flange) as approved by the classification society according to steel drawings.

10.9.

Max. Diminution

Maximum allowed material diminution as defined by regulations of the class society

10.10.

HCM

Neutral exchange standard to support the exchange of thickness measurements data for ships in service defined by the European FP6 project CAS.

11. FAQ Q: The page references in the generated report are broken. A: Page numbers are not updated automatically. When using MS Word select the whole document content by “CTRL+A” and update all field values “F9” in order to establish the correct page numbering. Q: Undo does not work. A: Due to the complexity of this problem, solution is only implemented partially. Full implementation is postponed for a later release. Q: How do I set several input field with the same value? A: Mark the cells in Question and then use “set data” from the context menu. Q: Where in TM–3 do I enter the Bottomshell, SHELL (as part of a ring measurement) A; According to IACS, shell elements are recorded in TM-2(i/ii) Q: “Chain Locker” (or other element) is missing. It is complicated to build these from single plates. A: Use TM-6 Miscellaneous. Q: Why can’t all elements of one cross section / Longitudinal oriented evaluation be recorded in only one TM table? A: The different tables are a strict implementation of the IACS tables. Q: Why can’t I find HP profiles in TM-Tables for profile measurement? A: Only the Profile position, not its type is recorded with Pegasus Lite functionality.

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