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3185-9500
fax (852) 3102-0612
Modeling, analysis and design of bridge structures have been
integrated into CSiBridge to create the ultimate in computerized
engineering tools. The ease with which all of these tasks can be
accomplished makes CSiBridge the most versatile and productive
software program available on the market today.
Using CSiBridge, engineers can easily define complex bridge
geometries, boundary conditions and load cases. The bridge
models are defined parametrically, using terms that are familiar
to bridge engineers such as layout lines, spans, bearings,
abutments, bents, hinges and post-tensioning. The software
creates spine, shell or solid object models that update
automatically as the bridge definition parameters are changed.
CSiBridge design allows for quick and easy design and
retrofitting of steel and concrete bridges. The parametric
modeler allows the user to build simple or complex bridge models
and to make changes efficiently while maintaining total control
over the design process. Lanes and vehicles can be defined
quickly and include width effects. Simple and practical Gantt
charts are available to simulate modeling of construction
sequences and scheduling.
CSiBridge includes an easy to follow wizard that outlines the
steps necessary to create a bridge model.
Completely integrated within the CSiBridge design package is the
power of the SAPFire® analysis engine, including staged
construction, creep and shrinkage analysis, cable tensioning to
target forces, camber and shape finding, geometric nonlinearity
(P-delta and large displacements), material nonlinearity
(superstructure, bearings, substructure and soil supports),
buckling and static and dynamic analysis. All of these apply to
a single comprehensive model. In addition, AASHTO LRFD design is
included with automated load combinations, superstructure design
and the latest seismic design.
For complete information on CSiBridge, please
visit
http://www.csiberkeley.com/csibridge/overview.
SRC is pleased to announce that SAFE V12.3.1 has obtained prior
acceptance from the Buildings Department for analysis and design in
accordance to CoP2004SE. SAFE has been completely revamped using the
latest technology developed by CSI to analyze and design plate
structures in any arbitrary direction.

Two levels of SAFE are available, SAFE and SAFE P/T (with
post-tensioning). Document generation and detailing are included in
both levels.
SAFE V12.3.1 is basically a new software with the same analysis and
design concepts of the previous version 8. Important new features
include:
For complete information on SAFE V12, please visit http://www.csiberkeley.com/products_SAFE.html.
Almost any workflow involves computing results, and that's what
Mathematica does—from building a hedge fund trading
website or publishing interactive engineering textbooks to
developing embedded image recognition algorithms or teaching
calculus.
Mathematica
is renowned as the world's ultimate application for computations.
But it's much more—it's the only development platform fully
integrating computation into complete workflows, moving you
seamlessly from initial ideas all the way to deployed individual or
enterprise solutions.

With more than 20 years of experience and millions of users from
Fortune 500 companies to government departments to thousands of
universities worldwide, Mathematica technology lies behind
many of the world's most impressive projects, processes, and
organizations—and your future innovation?
For complete information on Mathematica, please visit
http://www.wolfram.com/mathematica/.
We are excited to announce that you can now use Space Space Version 10.81 for submission to the Buildings Department:
Static Linear & 2nd Order Analyses
Analysis of Elastic Critical Load (Elastic Buckling)
Dynamic Frequency Analysis for Space Frame
Steel Design to BS5950:1990
Steel Design to Code of Practice for the Structural use of Steel 2005
SPACE
GASS is a general purpose structural analysis and design program for
2D and 3D frames, trusses, grillages and beams. It comes with a full
complement of features that make it suitable for any job from small
beams, trusses and portal frames to large high rise buildings,
towers, cranes and bridges. Items such as graphical input, polar
coordinates, elastic supports, pin-ended members, tension-only
members, rigid member offsets, moving loads and non-linear analysis
are all standard features.
SPACE GASS includes 2nd order PΔδ
analysis which is valid for non-sway, sway and sway ultra-sensitive
frames. The comprehensive output allows designers to trace the
entire design procedure.
Please visit
http://www.spacegass.com/ to learn more about Space
Gass.
SRC is pleased to announce the release of SAP2000 V14.2.0. Areas of application acceptable for submission include:
Static Linear Analysis
Buckling Analysis of Frame & Shell
Second Order Analysis.
SAP2000 has been developed to analyze and design
structures using the latest technology developed by CSI.

This fully
integrated product for the modeling, analysis and design of
structures continues to be available in three levels: Basic,
Plus and Advanced.
The innovative enhancements in this version are categorized at
the following web page:
http://csiberkeley.com/SAP2000_news/v14/.
SRC is pleased to announce that SAFE V12.3.1 has obtained prior
acceptance from the Buildings Department for analysis and design in
accordance to CoP2004SE. SAFE has been completely revamped using the
latest technology developed by CSI to analyze and design plate
structures in any arbitrary direction.

Two levels of SAFE are available, SAFE and SAFE P/T (with
post-tensioning). Document generation and detailing are included in
both levels.
SAFE V12.3.1 is basically a new software with the same analysis and
design concepts of the previous version 8. Important new features
include:
For complete information on SAFE V12, please visit http://www.csiberkeley.com/products_SAFE.html.
PCDC is please to announce RAPT 6.2 for
CoP2004.
The RAPT analysis and design package for
reinforced and post-tensioned concrete structural systems has been
written and developed by practising structural engineers as an
everyday design tool. It is comprehensive in its treatment of the
analysis and design of structural concrete.
For complete information on RAPT software, please visit
http://www.raptsoftware.com/.
Gold Sun is
pleased to announce the release of SADS Version 12. Upgrades
includes:
Beam
Column
1.
Control the minimum reinforcement of
column not less than 0.8%;
2.
Control the maximum reinforcement of
column not exceeds 4%;
3.
Add a calculation of the height of
critical region
(refer to column0.pdf and column1.pdf);
4.
Provide link in the critical region
according with Clause 9.9.2.2(a) and (b) in CoP 2004
(refer to column0.pdf and
column1.pdf);
5. Check whether the plastic hinge develops in column adjacent to the
beam faces or not. If plastic hinge does not develop, the splice of
column bars can
be located at any place, i.e. can be located just
above floor level for easy construction (refer to
column0.pdf and
column1.pdf);
6. According with Clause 9.5.2.2 in CoP 2004, the vertical bar that
the spacing less than 150 mm may not provided a link support (refer
to column0.pdf
and
column1.pdf);
Beam-Column Joint
1.
SADS v11 uses the bending moments on
moment envelops of Beam Design Program (BEAM-2004) for designing the
beam-column joints.
2.
SADS v12 extracts the dead load and
imposed load bending moments from moment envelops, and then combines
these moments with each direction
of lateral loads (soil, wind and
dynamic loads) using column design style. Using this style, the
design of beam-column joint is much reasonable, neither
under design
nor over design (refer to Joint0.pdf and
Joint1.pdf).
CDIP
1. The column drawing includes the new calculation results in item
3 to 5 of column section
(refer to Column0.dwg and
Column1.dwg).
2. Optionally, add concrete cover and concrete grade to column
drawing
(refer to Column0.dwg and
Column1.dwg).
3. Add new command to arrange and draw beam-column joints to
AutoCAD drawing. The drawing includes template detail and data
table. You can
perform a few clicks to complete a complex drawing of
beam-column joints (refer to Joint0.dwg and
Joint1.dwg).
BDIP, CDIP & SDIP
If you use MS Excel OLE object to your structural framing
plan, you can use the new export command to export beam sections,
column sections and / or slab thickness to CSV files. You can use
these CSV files as the data source of the OLE object.
Backup & Restore
SADS v12 provides one more option to backup and restore using
popular zip file format.
ETABS V9.5 with Links to Revit 2010
Computers and Structures, Inc. is pleased to announce the release of
CSIxRevit2009, a significantly enhanced link that allows for data
exchange between ETABS® v9.5.0 and Revit® Structure 2009.
CSIxRevit2009 now supports true round-tripping, specifically- four
different workflows of data interchange:
1. Exporting from Revit Structure to create new ETABS model
2. Exporting from Revit Structure to update an existing ETABS
model
3. Importing from ETABS to create a new Revit Structure model
4. Importing from ETABS to update an existing Revit Structure
model.
The CSIxRevit2009 link is a powerful integration tool, allowing you
to maximize the capabilities of ETABS and Revit Structure 2009.
Limcon V3
is a design aid for
steel
connections.
Available design codes are:
ANSI/AISC 360-05 (ASD & LRFD), CAN/CSA S16-01, BS 5950:2000, and
AS 4100.
Click
here for technical brochure.