415986 |
Other Post Processing Design Workflows - The display of members defined
with back to back channel profiles that also have been assigned a beta angle
have been updated to correctly reflect the members orientation. |
416607 |
Documentation and Printing - Two pages have been added to describe the
content of the tables for solid object results, namely the Solid Centre Stress
table and the Solid Corer Stress table. Note, this content was previously
published in the V8i Edition documentation. |
487590 |
Analysis/Design Engine - The results of plate stresses of models which have
multiple load cases analysed using the Geometric Non Linear (GNL) analysis has
been updated to address the limitation that previously only the results from
the last load case were reported. Now the plate results from each load case
analysed with the GNL method can be reported. This issue was previously
reported as a Known Issue. |
487620 |
Analysis/Design Engine - The design of columns to the IS 456 concrete
design code has been updated to address an issue where multiple load cases were
included in the design for a given column. The where the design for the last
load case required a bar set equivalent to the previous load case, the final
interaction ratio was being reported using the demand from the previous case,
but the capacity from the final case. This mismatch in cases could result in an
incorrect interaction ratio being reported, however the design requirements
were being satisfied. |
487623 |
Analysis/Design Engine - The Australian steel design module AS 4100-1998
has been updated to correct the slenderness checks which previously only
determined the axial condition based on the force at the start of the member
and the last load case. Both these issues have been addressed. This was
previously reported as a Known Issue. |
487649 |
Analytical Modeling Workflow - The New View routine has been updated to
ensure that if the selection cursor is set to a 'Physical Member Cursor', the
physical member objects selected will be added to the new view that is
created. |
487651 |
Analysis/Design Engine - The end forces reported for standard load
combinations which refer to other combinations but with a factor not equal to
1.0 has been corrected to ensure the including factor is applied to the results
of the referred combination. |
487712 |
Other Post Processing Design Workflows - The message box that informs when
a workflow has been clicked that requires analysis results which are currently
not present, has been modified to allow the message to be localised. |
487714 |
Analysis/Design Engine - The Indian steel design code IS 800 LSD and WSD
modules have been updated to address a data processing issue when attempting to
format the output of user defined profiles which would result in a premature
termination of the analysis/design. |
487715 |
Physical Modeling Workflow - The method used in the Physical Model Workflow
to update old models has been improved to trap situations where there was not a
direct one to one mapping from the older profile database to the current
STAAD.Pro MDB format. This was resulting in the MEMBER PROPERTY block of the
STD file not being completed and thus when the file re-opened would report as
an error. This has now been addressed. |
487716 |
Analysis/Design Engine - The steel design routines for torsion design to
AISC 360-05 and 360-10 as per DG9 have been updated to ensure that the limit
state of yielding checks follows clauses 4.12 (LRFD) or 4.17 (ASD) for normal
stress and likewise 4.13 (LRFD) or 4.18 (ASD) for shear stress checks. |
487719 |
Licensing / Security/ Installation - The Installation dialog has been
updated to allow localised versions of the help to be displayed with a
localised installation. Previously the help icon in the top right corner would
not display any content with localised installations. |
487738 |
Analysis/Design Engine - The design routine to AS 4100-1998 has been
updated to address an issue which failed to correctly determine the
locations/values of the key moments on physical members which had three
characteristics. 1) They were defined by multiple analytical segments 2) Had a
node defined at 1/4, 1/2 and/or 3/4 of its length and 3) A PBRACE command
specified at one or more of these three locations |
487742 |
Analysis/Design Engine - The ACI 318-11 concrete design routine that
accounts for torsion has been updated such that when testing to clause
11.5.1(c), if the value inside the square root is found to be negative, then
the torsion capacity will be set to zero. |
487850 |
Analytical Modeling Workflow - The procedure that is used to assign a
profile from the Properties dialog box to a defined list of members has been
updated to address an issue which could randomly result in the application
terminating unexpectedly. |
488350 |
Generic GUI Updates - A new method has been added to provide a preview
handler for STD files which have been saved from the GUI which will generate an
image of the model in an associated EMF file. Thus if the EMF file exists, if a
browse dialog box is set to display a preview, the model and Job information
will be displayed. |
488546 |
Physical Modeling Workflow - The surface types have been extended to
identify walls and slabs that are part of a concrete tank model. This data can
be used in the Advanced Concrete Design module (RCDC) for the design of
concrete tanks. |
500452 |
Analysis/Design Engine - The IS 800:2007 design module has been updated to
now include design for the generated load cases that are created with a load
combination that has the GENERATE option included when using the SRSS or ABS
options. |
500783 |
OpenSTAAD - The functions provided for defining and assigning preleases to
plates have been updated to allow releases to be assigned and modified. |
501935 |
Physical Modeling Workflow - The routine that processes the physical model
into the analytical model (i.e. STD file) has been updated to improve the
handling of closely spaced nodes which previously reported as an error in the
Meshing Model stage of the process. |
501980 |
Interoperability - The import routine used to read data from an ISM
repository into a physical model has been updated to capture the section
properties of profiles defined as built up in the ISM repository and are
introduced as User Provided Table (UPT) profiles in STAAD.Pro. |
502629 |
Interoperability - The routine used to import an ISM model into a STAAD.Pro
Physical Model has been updated to trap an issue which would occur if the
repository contained extremely small objects (i.e. smaller than the defined
tolerance). As these objects are skipped, the associated data is now also
skipped including loads and axes systems resulting in a more efficient model
creation process. |
503092 |
Other Modeling Workflows - An issue has been trapped when the Building
Planner Application has not been installed however the Building Planner
Workflow is clicked. This would previously resulted in the application
terminating. |
505266 |
Analysis/Design Engine - The design routine for CAN/CSA S16-19 has been
updated to address an issue in that when the application is set to pick a
profile using the SELECT command, the warping constant Cw was being modified.
Additionally the Net Section Factor (NSF) which is used to reduce the cross
section area for tensile checks is now being included in the design. |
506489 |
Analysis/Design Engine - The design routine for IS800:2007 has been updated
to address an issue in that when the application is set to pick a profile using
the SELECT command, the warping constant Cw was being modified. |
507186 |
Analysis/Design Engine - The cold formed steel design module to AISI 2016
has been extended to support the design a number of additional section profiles
that have lips along the edges of the profile, namely angles, channels and zee
profiles. Additionally double channels are also now supported both in a back to
back or front to front arrangement. |
507187 |
Analysis/Design Engine - The triangular and quadrilateral plate finite
element capabilities have been extended to support the assignment of offsets at
the corners to allow the plate to account for its relative location that is
away from the nodes that define its position. Offsets can be assigned
individually at each node (JT1 to JT4) or collectively perpendicular to the
plane of the plate using a ZOFF parameter. Note that at this time this
capability is restricted to a first order static elastic analysis. Additionally
when offsetting the nodes of quadrilateral plates, it is important to ensure
that the plane of the plate remains planer. |
507188 |
Analysis/Design Engine - The Indian steel design module IS 800:2007 LSD and
WSD versions have been extended to support the design of solid round sections
which have been defined in the database or as a prismatic round profile (i.e.
YD only). |
510695 |
Analysis/Design Engine - The modification introduced in STAAD.Pro CE V22
U5, reported as A) 41 The processing of members specified as TRUSS in
combinations where one of the load cases has been specified with seismic
loading has been updated to ensure that the intermediate member values are
correctly reported. Has been retracted as the change has been shown to be
invalid. |
511464 |
Documentation and Printing - An additional 30 verification samples have
been included for AISC 360-05. |
511950 |
Documentation and Printing - 4 new verification examples added for designs
to the Indian IS 456 and IS 13920 design codes. |
512643 |
Interoperability - The ISM interop using Structlink in the Analytical
Workflow has been updated to perform a test on members that have been defined
as prismatic, but without any cross section dimensions. i.e. only a cross
sectional area. These profiles are now set as square profiles of equal sides
that would produce the specified area. Previously these sections would result
in an error being reported. |
512645 |
Interoperability - The method used by the StructlInk module used to
coordinate the material data in an ISM module for analytical model
interoperability has been updated to provide better round-tripping. |
512653 |
Interoperability - The StuctLink module has been updated to catch data that
would result in generating zero length members when importing data in the
analytical model from an ISM repository. |
513156 |
Interoperability - The routines that manages the import of 3D DXF, and QSE
models has been modified to ensure that the data is opened into the current
application rather than creating a second instance. |
515357 |
Documentation and Printing - The illustration in the user documentation
section G.5.1 Plate and Shell Elements for 'Sign convention for plate bending'
has been modified to better illustrate the direction of moment applied along
the edges of a quadrilateral plate perpendicular to the local Y axis that would
result in tension on the top surface of a plate. |
515693 |
Analysis/Design Engine - The design of members defined as TRUSS (including
TENSION ONLY or COMPRESSION ONLY) to the New Zealand NZS3404 code has been
updated to address an issue which did not account for the number of results
sets that are available on such members. Generally members have results at 13
sections including the start and end, whereas these only have results at the
start and end due to the limited attributes associated with them. |
516646 |
Licensing/ Security / Installation - STAAD.Pro has been updated to operate
with the latest Connection Client V11.00 |
516688 |
Documentation and Printing - Two additional versification examples have
been added for IS 801 |
516943 |
Documentation and Printing - New example verification files have been added
for wind loading to ASCE 7-02 and ASCE 7-10 |
518069 |
Analysis/Design Engine - The AISC 360-16 design of double angle sections
defined in a User Provided Table (UPT) has been updated which was causing the
analysis engine to crash. |
519640 |
Physical Modeling Workflow - The default values of FY and FU for a custom
material have been updated to be more consistent with a real word material akin
to 36 KSI (English units) or 250 N/mm2 (metric units) |
521109 |
Documentation and Printing - 8 new verification examples have been added
for the Russian steel design to SP16.13330.2017 Documentation and Printing - 3
additional verification examples have been included for the Russian steel
design to SP16.13330.2017 |
524673 |
Analysis/Design Engine - A memory allocation issue has been addressed in
models which have more members than nodes and use a self weight load in a
reference load case. Previously if this combination of situations was
encountered, the analysis would crash. |
526355 |
Licensing / Security/ Installation - The Chinese localised installation has
been prepared for a coordinated release with the English release. |
526361 |
Interoperability - This release of STAAD.Pro is compatible with ProjectWise
10.00.03.432 |
526364 |
Licensing / Security/ Installation - The system used to trap any unexpected
crash whilst using STAAD.Pro has been updated to better catch these events and
allow the usage logs to be sent to Bentley to assist in determining the cause
and allow for the underlying issues to be corrected. |
526365 |
Documentation and Printing - 3 additional AISI 2016 verification examples
have been added. |
528376 |
Analytical Modeling Workflow - The Chinese static seismic load generator to
GB 50011-2001 has been updated to remove an unused factor vertical influence
coefficient which is now internally calculated. |
528403 |
Analytical Modeling Workflow - The Chinese static seismic load generator to
GB 50011-2001 has been updated with an additional new additional parameter to
define the gravity factor. |
528409 |
Analytical Modeling Workflow - The rules used in the Automatic Load
Combination Generation tool has been updated for the GB5000-2012 design code,
ULS-non seismic rule set. The factor for load cases classified as DUST has been
modified to 1.26. |
530329 |
Analysis/Design Engine - The AISI 2016 cold formed steel design for channel
sections has been updated to address an error in calculating the section
modulus about the minor axis resulting in an incorrect evaluation of the
flexural capacity for local buckling. |
531398 |
Physical Modeling Workflow - The rendering options that allow a model to be
coloured according to a variety of options has been updated to address an issue
which would on occasion cause the application to crash due to referring to a
null pointer. |
531919 |
Analytical Modeling Workflow - The Steel Design dialog has been updated to
provide a clearer guidance note for the use of the parameter ALPHA used in the
IS 800:2007 LSD and WSD design codes. |
532658 |
Analytical Modeling Workflow - The rules used in the Automatic Load
Combination Generation tool has been updated for the AISC 360 210 Public rule
set. This addresses an issue where rules 16 and 17 would reference incorrect
load categories. |
532805 |
Analysis/Design Engine - The AISI 2016 cold formed steel design routine for
channel sections has been updated to correct the internal processing of section
forces used to calculate the value of Cb and ultimately the lateral torsional
buckling capacity. |
532809 |
Other Post Processing Design Workflows - The Steel Connection Design
Workflow has been updated to operate with the components from RAM Connection
v13.4 which most notably provides enhancements to the gusset templates used
with AISC design codes |
532828 |
Other Post Processing Design Workflows - The Steel AutoDrafting workflow
has been updated in the way it processes a profile defined in a User Provided
Table (UPT) of type ISECTION. Typically these sections are intended to
represent a tapered profile and described as such when displayed. Now, if the
web does not taper, then the profile will not be labelled as a taper
section. |
533478 |
Other Modeling Workflows - The bridge deck loading module STAAD.Beava has
been removed from the primary interface. |
533716 |
Analysis/Design Engine - The static seismic load generator to the Chinese
GB 50011-2001 standard has been updated to correct the calculation for the
response in the range of 0.1 to Tg to ensure that the factor Eta2 is applied to
alpha max. |
534400 |
Generic GUI Updates - The processing of application resources such as the
the localised text in message boxes has been updated to address an issue which
was causing a memory leak. |
535222 |
Analysis/Design Engine - The default values for steel yield strength and
ultimate strength used in the Indian steel design to IS 800:2007 LSD and WSD is
now taken from the assigned material if it includes values of FY and
FU. |
536014 |
Documentation and Printing - An additional verification example has been
added for EN1993-1-1 with the Polish NA. |
536018 |
Documentation and Printing - Two additional verification examples have been
added to the AISC 360 design code Documentation and Printing - One additional
verification example has been added to the AISC 360-16 design code |
538830 |
Analysis/Design Engine - The method used to determine the warping constant
of a profile has been updated to reduce a tolerance threshold which would
recalculate a provided value if it was less than 0.001in^6. The threshold has
been revised to be 0.001^6 in^6 |
538837 |
Analysis/Design Engine - A new design parameter SLF, has been added to the
Canadian steel design codes, CSA S16-09 and 2014. This allows specification of
the shear lag factor. |
539769 |
Analysis/Design Engine - The concrete design module IS 456:20000 has been
updated to address an issue when the METHOD parameter is assigned to members
that are designed as columns. This was resulting in a warning message being
reported in the design as the value was being used as the CLB value. |
543165 |
Analysis/Design Engine - The Cloud Analysis has been updated to include the
V22 Update 6 engine as an option in the Scenario Services solution. |
543632 |
Physical Modeling Workflow - The routine that marks a model as open and
should be removed when the model is closed was not getting called when Physical
Models were being created. This resulted in a warning being displayed when the
model was next opened. This situation is now been caught and the warning only
gets displayed if the STAAD model was not closed properly. |
545655 |
Analysis/Design Engine - The AIJ 2002 and 2005 Japanese steel design
routines have been updated to correct the values of My and Lc reported in the
output for the design of channel profiles. Note that this issue did not affect
the member design. |
545710 |
Analysis/Design Engine - The AISI 2016 cold formed steel design routine has
been updated for angle profiles which was previously always using the section
modulus about the principal axes even when the option to use geometric axes was
set. |
546700 |
Analysis/Design Engine - The AISI 2016 cold formed steel design routine has
been updated to calculate the unstiffened and unstiffened shear capacity
separately, If the web is unstiffened , i.e. TSA 0 specified, then the report
does not report 'Shear-Reinf Web' capacity. If the web is stiffened, i.e TSA 1
and the distance between stiffeners is specified in the STIFF parameter, then
the calculation to determine the capacity has been corrected. |
546706 |
OpenSTAAD - A new function has been provided,
GetCountofSectionPropertyValuesEx, to obtain the number of different section
property values that are returned for a given section. |
547190 |
Analysis/Design Engine - The AISI 2016 cold formed steel design module has
been updated to include an additional local buckling capacity at yield stress
capacity which is used in the shear-bending and bending-crippling interaction
checks. |
547356 |
Analysis/Design Engine - The output for the Japanese AIJ steel design codes
has been updated such that the report of the width to thickness ratio
identifies the load case using its id rather than the index. |
547383 |
Analysis/Design Engine - The cold formed steel design to IS 801 has been
updated to correct the calculation of compression capacity where multiple
members are checked together as a batch. This was the result of an incorrect
calculation of the Z0 value not being reset on the second and subsequent
members. |
547452 |
Analysis/Design Engine - The AISI 2016 cold formed steel design has been
updated to identify when the model has been defined using a SET Z UP definition
which is outside the scope of the design. Previously this would cause the
design to terminate with a Exception [Access violation] Raised. |
547558 |
Analysis/Design Engine - The AISI 2016 cold formed steel design report has
been updated to ensure that the values of Ry and Rz account for the current
unit system. Note that this issue did not affect the calculations. |
547591 |
Analysis/Design Engine - The AISI 2016 cold formed steel design routine has
been updated to address a significant issue which caused the forces along the
member used in the design to be incorrectly processed. |
547643 |
Analysis/Design Engine - The AISI 2016 cold formed steel design has been
updated to catch the design of members subjected to loads generated by a load
combination defined with an ABS or SRSS method and GENERATE option. This is
outside the scope of the AISI design. Now the first of the combination cases
will be designed for, previously this would cause the analysis to
crash. |
548788 |
Analysis/Design Engine - The processing of the AISI 2016 design parameters
has been updated to ensure that if values are defined outside their valid
range, then they will be reset to the published default and a waring reported
in the output file. |
548848 |
Analytical Modeling Workflow - The guidance note for the AISI 2016 DFF
parameter in the Design dialog has been modified to correctly confirm the
action taken when the option DFF 0 is specified. |
549305 |
Other Post Processing Design Workflows - The routine that identifies
potential beam-brace joints 'Select Joint>Select all beam-brace joints' has
been updated to better identify joints which would be potential as Beam-Brace
joints. |
549882 |
Analysis/Design Engine - The AISI 2016 cold formed steel design routine has
been updated to ensure that the shear buckling coefficient (Kv) defined in 5.34
for unreinforced sections was not being calculated according to G.2.3 for
reinforced sections in that the incorrect Kv-Vn equations were being
used. |
552685 |
Physical Workflow - A new tool has been added in the Physical Workflow to
parametrically define physical models using a configurable script and template.
This release includes a template to define multi chamber tanks which can be
preloaded with various conditions such as fluid and roof slab loading. and
include roof support beams. Foundations can also be included as a mat or piled
base. |
552961 |
OtherPost Processing Design Workflows - The Chinese steel design workflow
has been updated to improve the performance of code checks when processing the
load cases used in the design when all load cases have been included. |
553047 |
The Editor, Viewer and Other Modules - The routine used to select members
in the Chinese steel Design application (SSDD) has been updated to address an
issue which prevented the action to 'Display Selected' and 'Remove Selected'
members from being activated. Note that this issue was not present in the
Chinese Steel Design Module that was introduced in STAAD.Pro CE V22 Update 5,
only in the standalone application. |
553696 |
Analysis/Design Engine - A new seismic load generator has been added to the
program that can calculate the applied equivalent static loading as a result of
a seismic event as defined in the 2010 edition of the Chinese GB50011
publication. |
553732 |
Physical Modeling - The iTwin Services functionality added in STAAD.Pro V22
Update 5 has been extended to include provision of synchronization with both a
local ISM repository (replacing the previous methods) as well as adding cloud
based iModelHub interop capabilities. |
554698 |
Physical Modeling Workflow - This has been extended to now include the
specification of the analysis method that is to be utilised with the analytical
model created from the physical model. |
554699 |
Physical Modeling Workflow - Two new spreadsheets have been added that
allow the specification of the connectivity on the boundary edges of surfaces
and/or the boundary nodes. This results in the creation and assignment of plate
releases on the analytical model. |
554700 |
Generic GUI Updates - In order to allow STAAD users to register suggestions
for enhancements in STAAD.Pro a new service has been added in Bentley
Communities, STAAD - RAM | STAAD | OpenTower - Bentley Communities. A link to
this service has been added in the main STAAD.Pro Backstage under the Help
section. |
554703 |
Interoperability - The ISM interop routines have been updated to support
repositories created using ISM 8.1. |
555228 |
Physical Modeling Workflow - A new routine has been added to showcase the
most recent developments in the Physical Workflow that have been introduced in
the latest update. When the application is launched, these items are
highlighted in turn and can be disabled for future sessions. |
555914 |
Documentation and Printing - The verification example 'ASCE 7-10 Wind Load
Generation' has been updated to correct the values reported for loading at node
#6. |
561558 |
Interoperability - The SPC component incorporated has been updated to 64
bit. |
562612 |
Physical Modeling Workflow - The creation of an analytical mesh has been
improved to better catch member ends that are defined away from the plane of a
surface which is meshed, but connects by virtue of the given tolerance. |
571070 |
Interoperability - The mapping of STAAD.Pro profiles in Structlink with the
ISM profiles defined in SPC has been updated to provide better interop with
American HSS section profiles which previously would have reported an exception
for each of these profiles. |