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CONNECT Edition: MAXSURF V21.10.00 ReadMe 26 July 2017
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MAXSURF CONNECT Edition V21.10.00 ReadMe 26 July 2017
This ReadMe file describes the changes to the Modules in MAXSURF CONNECT
Edition V21.10.00
Side-by-side installation – important changes:
Note that this version 21.10 will replace version 21.02 if already
installed on your computer. Side-by-side installation of versions 21.10
and 21.02 is not possible.
Bentley versions numbers are MM.mm.sv.bb where MM is the Major version number;
mm the minor version number and sv is reserved for special versions (and bb is the build
number). From version 21.10 onwards, side-by-side installations of MAXSURF are only
possible for different major versions. When you are signed in to the CONNECTION
client, you will be notified when minor updates are available (these are updates with
different minor version numbers. If you install a minor update, the previous version with
the same major version number will be replaced with the updated version. Thus,
installation of version 21.10 will replace 21.02 but would be installed side-by-side with
19.
System Requirements – 64-bit only:
Henceforth MAXSURF and Multiframe will be available in 64bit
versions only and will only work with 64bit operating systems.
64-bit versions of MAXSURF will run on Windows 7, 8, 8.1 and 10 64-bit
operating systems only.
Copyright © 2017 Bentley Systems, Incorporated. All Rights Reserved.
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Contents
Software updates ................................................................................................................ 3 All Modules .............................................................................................................. 3
720151: Specification of decimal character on Windows10 ......................... 3 681842: License Configuration dialog – available licenses ........................... 4 658671: Improved render lighting with specular reflections ......................... 6 658416: Bentley CONNECT Advisor ........................................................... 6 Automatic Updates ........................................................................................ 8 CONNECT Licensing .................................................................................... 9 Bug fixes and minor changes ....................................................................... 10
MAXSURF Modeler .............................................................................................. 11 New Meshing Functionality ......................................................................... 11 572098: Structure functionality implemented in Modeler ........................... 17 Bug fixes and minor changes ....................................................................... 20
MAXSURF Stability .............................................................................................. 21 723298: Margin line deleted ........................................................................ 21 696042: Probabilistic Damage – damage case creation from damage space
definition ...................................................................................................... 21 660008: Exact windage calculation enhancements and fixes ...................... 30 Bug fixes and minor changes ....................................................................... 31
MAXSURF Motions .............................................................................................. 33 Bug fixes and minor changes ....................................................................... 33
MAXSURF Structure ............................................................................................. 33 572098: Structure functionality implemented in Modeler ........................... 33
MAXSURF Multiframe ......................................................................................... 34 216957: Create circular patches and/or openings precisely ......................... 34
Problem Reports ............................................................................................................... 35
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Software updates
The following section describes the changes that have been made to the various
programs.
All Modules
720151: Specification of decimal character on Windows10
Under Windows 10, we have sometimes observed some strange behavior with some
systems when overriding the “Format” default for decimal character. The problem does
not appear to manifest itself in Window 7.
We have found it best to simply select the Format required in the Windows 10 Region
dialog and not to customize the individual options in the “Additional Settings…” dialog:
Just use the Format language to set the decimal character.
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Under Windows 10, using the “Additional settings” to customize the format sometimes to cause problems in MAXSURF number formatting
681842: License Configuration dialog – available licenses
Many of the MAXSURF and Multiframe Modules can run under different licenses. In
order to prevent accidental selection of the wrong license, the licenses options that are
displayed now depend on which installer was used to install the Package:
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If you installed Multiframe, with the Multiframe installer, you will only see the two
Multiframe licenses:
If you installed the MAXSURF Package (which also includes Multiframe), you will
not be shown the Multiframe license options:
These changes have been made to help prevent accidental selection of the wrong license.
However it is possible to always display all license options by setting the following flags
in the registry to “1”: _MFpack is for the Multiframe Package licenses; _MSpack is for
the MAXSURF Package licenses and _MSsaln is for the MAXSURF standalone licenses
for Modeler Advanced, Stability Advanced and Stability Enterprise.
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658671: Improved render lighting with specular reflections
A specular component has been added to the material properties used for rendering; this
increases the shininess of the model.
Older (top) and new (bottom) rendering with increased specular reflection
658416: Bentley CONNECT Advisor
The “Bentley CONNECT Advisor” is now available from the Help menu in all
applications. The CONNECT Advisor can be used to search for help from a variety of
sources (you must be signed in to the CONNECTION Center to use the CONNECT
Advisor).
Bentley CONNECT Advisor is easy to use, just search using relevant terms, Boolean
expressions can be used to refine search results. Content is available from the resources
shown below, results can be sorted and filtered, favorites can be saved. Click on the help
icon at the top right for a comprehensive guide.
To find relevant Bentley learn videos, users can:
Filter by text;
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Sort the contents by date or title;
Select certain content type to display etc.
Bentley CONNECT Advisor also has options to list additional categories including
future events:
To use Bentley CONNECT Advisor you must be logged into the CONNECTION Client.
This does not require a SELECT subscription, only registration as a CONNECTED User.
For more information on that please see the Bentley Cloud Services Overview.
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The preferences for the CONNECT Advisor can be set in the CONNECT Advisor itself
(see below), the most useful are:
“Lunch CONNECT Advisor on startup” which controls whether the CONNECT
Advisor automatically launches with the application (or must be launched from the
Help menu).
“Keep window always on top” which controls whether the CONNECT Advisor is
always on top of the other applications.
Automatic Updates
If you have the Connection Client running and are logged-in, you can see if updates are
available for your software. You will only be notified of minor updates which can be
automatically installed by this method. In all cases update notifications will be posted via
the RSS News updates, in the Help | News dialog.
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Available updates shown in the Connection Client
Important Note:
These minor updates will overwrite and replace existing versions of the
software with the same major version number. Thus update 21.10 will
overwrite an existing installation of 21.02, for example.
CONNECT Licensing
This version of MAXSURF has been tested with the new CONNECT Licensing
framework which enables real-time verification and updating of license usage. However
when using the CONNECT Licensing you may experience a slightly longer start-up time
for the application because it has to make a live, real-time connection to the license
server.
By default, the normal installation of this version of MAXSURF will use the same
existing Select licensing framework as used in previous versions of MAXSURF.
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Bug fixes and minor changes
693490: The following CONNECTION functionality command names have been
changed:
“Personal Portal” is now called “CONNECTION Center”
Project Portal” is now called “ProjectWise Projects
691016: The curve-tracker cross-hair is now hidden when copying the graph
window.
681842: If you install only MAXSURF you will no longer see the Multiframe license
options; if you install only Multiframe you will no longer see the MAXSURF license
options in the License Configuration dialog.
651397: The “Service Request Manager” is available from the Help menu in all
applications (you must be signed in to the CONNECTION Center):
650562: The application name, edition and version number are now displayed in
the top of the “License configuration” dialog:
562634: Some changes have been made to improve the performance of mesh
generation.
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MAXSURF Modeler
New Meshing Functionality
Significant upgrades have been made to meshing capabilities in this update. Below is a
list of new functionality:
“Weld” trimeshes function
Terminology: to “weld” two trimeshes is to ensure that the triangle edges (and hence
nodes) along the common trimesh edges are coincident. As an example, the two images
below illustrate two trimeshes, a deck and a hull trimesh, before (top) and after (bottom)
a weld operation:
This function is particularly useful for creating trimesh models for downstream analysis
applications that require the geometry to be “water tight” for analysis, for example in
MOSES. It is also useful for FEA analysis where element connectivity information is a
requirement.
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A weld is usually performed on two trimesh surfaces and a curve. The curve defines the
line along which you would like the two trimeshes to be “welded”. As when generating
trimeshes a weld will ensure that the triangles from each trimesh share common verticies
(and hence triangle edges) along the contour. From the assembly tree select the two
trimeshes you wish to weld and the weld contour (holding the shift key down). The
selected contour defines the line along which the weld will occur. Next choose
“Weld…” from the trimesh menu. A dialog will appears asking the user to specify the
target edge length of the tri edges along the weld.
This function is particularly useful in cases where surfaces “just” or “almost” touch each
other and welding along the intersection line(s) doesn’t work as there is not one
continuous intersection line. An example might be a deck surface that joins the hull
surface below the gunnel, where the deck is not trimmed to the hull surface and doesn’t
form a clean intersection line (broken yellow line):
In this case a curve could be added to the deck edge by highlighting the edge and adding
a curve using the Curve | Fit Curve to Contour… command. Once the trimeshes have
been created we have th following (Note how the triangle edges to not match along the
apparent intersection):
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If the weld command is then executed on the two trimeshes and the contour that was
added on the deck edge we will get triangle continuity across the weld:
A weld can also be performed on a single trimesh and curve. This generates a similar
outcome to a hotline with the main advantage being that only the triangles in the vicinity
of the weld will be altered.
“Join” trimeshes function
Two or more trimeshes can be joined into a single trimesh using the Join function from
the Trimesh menu. The function will be enabled when there is two or more trimehes in
the design:
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“Delete Triangles” function
A triangle can be selected in non-rendered mode by clicking on the triangle or dragging a
selection rectangle over a group of triangles. Non-contiguous triangles can be selected
by holding the shift key down to add to the selection. Triangles can only be selected
when the trimesh is locked, when unlocked the trimesh vertices will take precedence for
selection. Selected triangle(s) may then be deleted. Either hit the delete key or select
Trimesh | Delete Triangles function from the menu.
“Remesh” triangle function
A selected set of trimeshes can be remeshed to produce a lower or higher density of
triangles. The function is executed by first selecting the triangles and then choosing
“Remesh Triangles” from the Trimesh menu. The user will then be asked to input the
desired target edge length for the remeshed triangles. This function is useful to increase
the mesh density in areas of high curvature (e.g. around bulbous bows) and decrease the
mesh density in areas of low curvature (e.g. flat of sides and bottom)
In the images below the selected triangles are remeshed from a target edge length of
1.0m to 2.0m:
“Project Curve onto Surface” function
A curve can now be projected onto a surface. This function is enabled when there is at
least one surface and at least one curve in the design. When the function is executed a
dialog will appear asking the user to specify which curve is to be projected onto which
surface and in which projection direction:
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Above the deck curve is on the buttock plane offset 10m from the centerline. Below is
the curve projected onto the hull in the horizontal projection direction:
Changes to “Generate Trimesh” dialog
The user is now given finer control over which contours are used for welding:
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572098: Structure functionality implemented in Modeler
From this version, all MAXSURF Structure functionality is now available in MAXSURF
Modeler. MAXSURF Structure will continue to ship with the MAXSURF Package but
will be deprecated for subsequent releases.
All functionality that is available in MAXSURF Structure is now available in
MAXSURF Modeler allowing users to generate structural parts, including plates, run
stringer paths and create frames, decks and longitudinal bulkheads.
Currently the Structure and Modeler manuals remain separate documents so help for the
Structure functionality in Modeler may be found in the Structure manual.
When opening a .msd file which has an associated .wsd file in the same directory,
MAXSURF modeler will now automatically load the associated structure. If the design
contains structural parts, MAXSURF will automatically save the parts to an associated
.wsd file (same name and directory).
New Structural parts now have an associated menu:
In addition Structure Data tables can be accessed from the Window/Structure submenu:
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Export options for the structural parts are available from File | Export | Structure Parts
submenu:
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The Structural part window showing plate developments, frame, deck, stringer parts and
associated functionality can be accessed via the Window | Part menu item:
The Plate development views as well as the plate strain viewing options can be accessed
via the Display menu:
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Bug fixes and minor changes
730139: A Crash in the Grid Space dialog after defining 500 sections has been
fixed.
720151: A problem which sometimes occurred when editing Contour Tolerance
preference on a system with a comma as the decimal character has been fixed.
720063: A problem which could make the program unresponsive when calculating
the hydrostatics when selecting Length OA (or Beam OA) for form coefficients has
been fixed.
708640: A crash on undoing the delete operation on a trimmed rendered NURBS
surface has been fixed. Model specific.
667004: The drawing of the Diagonal grid with angle > 90 has been fixed.
651115: Option for displaying trimesh welds available from contour visibility
toolbar.
625791: Algorithmic changes to Rendering pipeline to increase performance of
large rendered models.
625139: A problem which sometimes prevented the surface material from being set
correctly in the Surface Property pane has been fixed.
571991: A problem in the Preferences dialog which sometimes changed the length
units has been fixed.
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MAXSURF Stability
723298: Margin line deleted
A problem with the Margin line being deleted when recalculating sections with the
option of hiding specific sections has been fixed. The problem occurred when using the
Analysis | Recalculate Hull Sections command with the shift button held down which
gives the option of removing certain sections from the model. If this option was used the
margin line data was deleted.
The behavior has been modified so that points on the margin line on sections that have
been removed are also removed. This occurs unless the margin line data has been
modified manually; whereupon you will be prompted to recalculate the margin line or
leave it unaltered:
696042: Probabilistic Damage – damage case creation from damage space definition
I a number of problems relating to the automatic generation of the damage cases to be
tested have been addressed. These improvements are particularly related to intermediate
stages of flooding which have been added manually. In order to understand these
modifications and improvements, it is important to understand the logic behind the way
the “damage space” definitions are combined to create the damage cases to be tested.
These aspects are described in detail below.
Probabilistic damage – Review of automatic damage case generation
Because of the complexity of the way in which the damage cases are generated from the
damage space definition, it is worth reviewing the underlying procedure and logic in
some detail.
In order to complete the probabilistic damage analysis, the software needs to generate
many different damage cases corresponding to the different damage scenarios considered
during the analysis; this may involve:
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combining different longitudinal zone damage in the case of considering damage
in adjacent zones;
damage in a single or multiple adjacent zones limited by transverse penetration
depth and longitudinal bulkheads;
damage limited by vertical extent of damage and decks;
alternative damage scenarios where lower rooms are not breached (damage only
above a certain deck);
intermediate stages of damage which may be defined by the user
In the following sections, we shall see how the rooms breached by a specified extent of
damage are defined in “Damage spaces” and how “Damage cases” are automatically
generated from the damage spaces.
Damage spaces
The software works by identifying “Damage spaces” which define which rooms are
breached when a certain extent of damage occurs. The extent of damage of a “Damage
space” depends on the zone, bulkhead and deck specification of the subdivision and is a
rectangular volume bounded by the single longitudinal boundaries, the adjacent
transverse penetration limits (b-values) and between adjacent vertical limits (H-values).
Longitudinal subdivision only (transverse bulkheads)
The damage cases are then generated by accumulating the damage specified in the
appropriate damage spaces. For instance, the damage case corresponding to zone 2 with
2 adjacent zone damage would have any rooms damaged if they are damaged in either of
the zone 1 or zone 2 damage spaces. We will define this as “Adding” damage spaces,
i.e. the result of adding 2 damage spaces is that a room is damaged if it is damaged in
either of the damage spaces being added.
Example of damage case for 2 adjacent zones starting with Zone 3 (i.e. “Z3, 2”) is shown
in the diagrams below:
Damage case “Z3, 2” (damage space “Z3” + damage space “Z4”) =
Damage case “Z3, 2”
Damage space “Z3” +
Damage space “Z3”
Damage space “Z4”
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Damage space “Z4”
Or looking at the same thing in the Damage Space definition and resulting Damage
Cases which have been automatically generated:
(5zone-Box-Stbd-bH-sharedWL-noIntStages.msd)
Damage space definition: adding full zones with no intermediate conditions
Resulting damage cases
Transverse subdivision (longitudinal bulkheads) only within a longitudinal zone
When there are transverse limits to the subdivision (due to longitudinal bulkheads
specified by b-values) the damage spaces are between adjacent b-values. In this case
depending on the transverse penetration depth of the damage case of interest we need to
add the separate damage spaces from the side-shell to the inner longitudinal bulkhead.
Tanking the example for zone 2 with transverse extent of damage extending all the way
to the vessel centerline (damage case “Z2; bx”) the damage spaces “Z2; b1” and “Z2; bx”
need to be added together:
Damage case “Z2; bx” (damage space “Z2; b1” + damage space “Z2; bx”) =
Damage case “Z2; bx”
Damage space “Z2; b1” +
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Damage space “Z2; b1”
Damage space “Z2; bx”
Damage space “Z2; bx”
Or looking at the tabulated Damage space and resulting damage case definitions
(5zone-Box-Stbd-bonly-sharedWL-noIntStages.msd)
Damage space definition with transverse subdivision and no intermediate conditions
Resulting damage cases
Vertical subdivision (decks) only within a longitudinal zone
Damage limited by vertical subdivision (decks) works in a similar way. The deck heights
are specified by H-values.
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In the following example the damage case for unlimited vertical damage “Z2; Hx” is
made by adding the damage in the “Z2; H1” and “Z2; Hx” damage spaces as seen below:
Damage case “Z2; Hx” =
Damage case “Z2; Hx”
Damage space “Z2; H1” +
Damage space “Z2; H1”
Damage space “Z2; Hx”
Damage space “Z2; Hx”
(5zone-Box-Stbd-Honly-sharedWL-noIntStages.msd)
Damage space definition with different numbers of intermediate conditions
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Resulting damage cases
Alternative “lesser” damage (undamaged below specified deck)
When dealing with the vertical extent of damage, there is also the requirement to
examine “lesser extents of damage” this is when damage does not extend all the way
down to the bottom of the deck – i.e. there are undamaged rooms below the deck in
question. These damage cases have “Alt n/N” added to the end.
In the example below, there are two alternative damage cases for “Z2; Hx” the first “Alt
1/2” is damage all the way down to the bottom of the ship and is the same as “Z2; Hx”
in the previous section. However the “lesser extent of damage” is “Alt 2/2” where the
damage does not extend below the deck at H1. Thus it contains only the “Z2; Hx”
damage space (since rooms in the “Z2; H1” are considered intact).
Damage case “Z2; Hx; Alt.2/2” = Damage space “Z2; Hx”
Damage case “Z2; Hx; Alt.2/2”
Resulting damage cases, double bottom (T-02-db) is intact because damage does not extend below H1
Combined transverse and vertical subdivision within a longitudinal zone
When combining the effects of transverse and vertical subdivision, that is the effects of
longitudinal bulkheads and decks, we need to generate damage cases which are limited
by specified b-values (longitudinal bulkheads) and H-values (decks).
To do this there are three steps:
Create a damage case for the specified b-value (limited by a longitudinal bulkhead) – see
the Transverse subdivision section described above
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Independently, create a damage case for the specified H-value (limited by a deck) – see
the Vertical subdivision section described above; noting that this may also be affected by
the alternative “lesser” damage also described above.
Create the final damage case whereby damaging rooms only if the room is damaged in
both the transverse damage case (1) and the vertical damage case (2).
So in the following example we look at generating the damage case “Z2; b1; H1” i.e.
zone two, limited by b1 and H1.
Damage case “Z2; b1; H1” =
Damage case “Z2; b1; H1”
Damage case “Z2; b1” – i.e. transverse damage ignoring vertical subdivision
(in this case this is simply the damage space “Z2; b1”)
Damage case “Z2; b1”
AND
Damage case “Z2; H1” – i.e. vertical damage ignoring transverse subdivision
(in this case this is simply the damage space “Z2; H1”)
Damage case “Z2; H1”
(5zone-Box-Stbd-bH-sharedWL-noIntStages.msd)
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Damage space definition with different numbers of intermediate conditions
Resulting damage cases
Intermediate stages of flooding
For each damage space, it is possible to define any number of intermediate stages of
flooding; furthermore different numbers (or no) intermediate stages can be defined for
the damage spaces. When the damage cases are generated, if there are any intermediate
flooding damage spaces defined, corresponding intermediate stage flooding damage
cases will also be generated.
When considering a damage case, intermediate stage flooding damage cases will be
generated if any of the damage spaces under consideration also have intermediate stages
combined. When more than one damage space is required to generate the damage case,
the number of intermediate stage damage cases that are generate will correspond to the
maximum number of intermediate conditions defined for a single damage space. Thus the
damage case “Z2, 2” (zone 2 with 2 adjacent zones damaged) would have 3 intermediate
damage cases because there are 3 intermediate stages defined for damage space “Z2”
(and only one in damage space “Z3”). This is shown in the tables below.
(5zone-Box-Stbd-sharedWL-notSameIntStages.msd)
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Damage space definition with different numbers of intermediate conditions
Resulting damage cases
When the damage spaces define a shared waterline for the damage, then the flooding
level is the same in all rooms because it reffers to the total volume of all the damaged
rooms. If different partial flooding percentages are defined, then the value used is that in
the first damage space in the combination process (in the example the 75% partial
flooding in the first intermediate stage of damage space “Z2” overides the 50% partial
flooding in the intermediate stage for “Z3”.
Damage cases: corresponding intermediate stages used when defined.
A one-to-one correspondence is used when combining the intermediate stages; when
there are less intermediate cases defined for some damage spaces being combined, the
final stage flooding will be use:
Damage cases: final, fully-flooded stage is used when corresponding intermediate stages are not defined.
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660008: Exact windage calculation enhancements and fixes
Some enhancements with the new exact windage calculation using specified surfaces
have been made to improve the performance. In addition, a problem which corrupted the
list of selected surfaces when a Tank Calibration analysis was run has been fixed.
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Bug fixes and minor changes
730504: When running the Limiting KG analysis with fixed trim, the LCG is
irrelevant because there is no longitudinal balance during the GZ curve calculation.
However, with non-zero fixed trim, there was an error in the reported upright LCG
because it was not adjusted for the longitudinal change of CG due to trim CG
height at the final limiting VCG. This has now been fixed. (It should be noted that
the values of limiting VCG were correct and remain unchanged.)
720063: A problem which could make the program unresponsive when selecting
Length OA (or Beam OA) for form coefficients has been fixed.
708665: When exporting models in GHS format, compartments now have a fluid
labelled “COMPARTMENT” and with a s.g. of 1.0 associated with them (previously
is was “SEA WATER” with a s.g. of 1.025)
696837: A Crash which occurred under some circumstances when exporting a GHS
file with key points linked to a tank has been fixed.
662937: When running the application through the COM interface, calling
BentleyStability.Application.Exit no longer prompts to save modified files.
661586: The Auto-Ballasting command as well as multi-core analysis are now
available in MAXSURF Stability Advanced (previously these were only available in
the Enterprise version)
To use the Auto-Ballasting command, do not forget to turn on the Ballasting
column in the Loadcase view (from the Display | Data Format dialog)
661584: “Activate GHS Export” has been removed from the Edit menu since it does
nothing (GHS export is always enabled).
659424: A problem with the Tank Properties Sheet not always updating correctly
has been fixed.
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559682: The convergence status can be shown in the results table for most
analysis types (using the Display | Data Format Dialog).
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MAXSURF Motions
Bug fixes and minor changes
694070: A problem when setting the vessel gyradii kxx and kyy set via COM has
been fixed and the ability to set the yaw gyradius (kzz) has been added
643352: A problem which inverted the wave elevation trace in the Time History text
file (which can be saved when doing an animation of the vessel motions) has been
corrected.
MAXSURF Structure
572098: Structure functionality implemented in Modeler
The functionality available in the Structure module has been included in Modeler and
eventually Structure will be deprecated.
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MAXSURF Multiframe
ISM v4.0 Upgrade
Multiframe can now export a frame in Bentley ISM version 4 format with additional
components such as curved members, curved surfaces etc. This can be used to import
the frame in to other Bentley analysis, design or detailing packages such as Staad.Pro,
Staad(x), Sacs & ProjectWise etc.
To export a frame saved in the ISM format
Choose ISM from the Export sub menu
Specify the name and location of the file to be exported using the Save File
dialog.
216957: Create circular patches and/or openings precisely
Multiframe currently allows circular patches and openings to be drawn in structural
designing. One new feature is added to allow users to draw a precise circular patch or
opening by holding the SHIFT key down.
To add a circular patch/opening precisely
Choose Add Circular Patch/Opening from the Geometry menu
Click on two points, one is for the circular centre and the other is for the
edge of the patch/opening. If SHIFT key is held down while clicking, the
below dialog window will be shown for user to modify the centre coordinate
and radius.
Click OK to create a precise circular patch or opening
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Problem Reports
We greatly appreciate any bug reports or suggestions you may have. Please report any
bugs or anomalies you find through http://apps.bentley.com/srmanager/ProductSupport