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CSiBridge V15

CSiBridge

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.

SAFE V12 with CoP2004

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.

SAFE V12

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:

  • All 6 degrees of freedom are available.
  • New interface.
  • Multiple Grid Systems Including Rectangular, Cylindrical and General.
  • Quick conversion of CAD drawing into SAFE model.
  • Enhanced Automatic Meshing
  • Code of Practice for Structural Use of Concrete 2004
  • RC and PT design in any arbitrary directions instead of just X/Y directions.
  • Easy translation of AutoCAD drawings into SAFE structures.
  • New report and detailing module included in both Standard and P/T versions.

For complete information on SAFE V12, please visit http://www.csiberkeley.com/products_SAFE.html.

 

What Is Mathematica?

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.

Over 20 Years of Experience—Millions of Users

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/.

 

Space Gass V10.81 for CoP2005 Steel Design

Steel Design for Non-Sway, Sway and Sway Ultra-Sensitive Frames

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

MCG Great Southern StandSPACE 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.

 

SAP2000 V14

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.

SAP2000 V14

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/
.

SAFE V12 with CoP2004

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.

SAFE V12

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:

  • All 6 degrees of freedom are available.
  • New interface.
  • Multiple Grid Systems Including Rectangular, Cylindrical and General.
  • Quick conversion of CAD drawing into SAFE model.
  • Enhanced Automatic Meshing
  • Code of Practice for Structural Use of Concrete 2004
  • RC and PT design in any arbitrary directions instead of just X/Y directions.
  • Easy translation of AutoCAD drawings into SAFE structures.
  • New report and detailing module included in both Standard and P/T versions.

For complete information on SAFE V12, please visit http://www.csiberkeley.com/products_SAFE.html.

 

RAPT 6.2 Subframe Design for CoP2004

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/.

 

SADS 12 for CoP2004 Concrete Design

Structural Design for Slab, Beam, Column and Wall with Link to ETABS V9

Gold Sun is pleased to announce the release of SADS Version 12.  Upgrades includes:

Beam Design
 
1. 
Control the minimum reinforcement of beam not less than 0.3%;
  2.  Control the maximum reinforcement of beam not exceeds 2.5%;
  3.  Within critical zone, the compression reinforcement not less than one-half of tension reinforcement at the same section.

Column Design
  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 Design
  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 Drafting
  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 Drafting
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

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 for Steel Connection Design

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.