Language:English | File Size: 400 MB

Autodesk Autodesk Structural Bridge Design professional products from popular companies for the design of bridges, as well as analysis and evaluation of their behavior in front of loads applied. This program, like other Autodesk software to design bridges familiar surroundings and simple with extensive capabilities in small and medium scale. It provides high flexibility and efficiency in the design of bridges and easily with this app features dynamic and non-linear behavior of cable bridges, bridges with decks and other common types evaluated.

This program allows you to impose a variety of static and dynamic loads in different circumstances and scenarios is possible in this area is one of the best programs on the market. One of the advantages of this software does not need to import and export data between different applications. You do not need to do that in a bridge design. In another application, go into analysis and so on. All capabilities from design to analysis in this application there. Integration capabilities in a single application, one of the biggest advantages of this product.

The product code analysis for the design to be clever when you will be notified. All Kdchkhay done on a separate sheet with full information and formulas that allow manual adjustment and view the results as well. This data is based on changes in the design of the bridge is Brzvrsany do automatically. After the design is rich and full reports will be available which can put the necessary information with other professionals. And finally complete with the program guide that provides answers to all the questions you have

System Requirements:
OS:
-Microsoft Windows 7
-Microsoft Windows 8/8.1
-Microsoft Windows 10
CPU:Intel® Pentium® processor or greater
Memory:2 GB RAM (minimum)
Display Resolution:1024 x 768 (1600 x 1050 or higher recommended) with True Color
Optional software:A Java™ runtime environment and a PDF reader are required to view calculations formatted as a PDF file.

WHATS NEW:
Autodesk Structural Bridge Design 2019 New Features:

Analysis and design to Australian Standards 5100:2017 (2nd Edition):
-This release maintains the superseded AS 5100:2004 and has the ability to convert between editions.
Significant changes to the 2004 edition of AS 5100.5 include the design of flexural members for shear and torsion, incorporating the modified compression field theory.For details of other changes refer to the preface in the Standards.

Canadian precast sections added:

-Mixed beam type linebeam models.
-Dead load and deflection analysis can now be performed for mixed beam linebeam models. If the linebeam contains both composite steel and concrete beam types, set the continuity for the concrete type. The composite steel type will be continuous from girder only.

Pre-tensioned prestressed beam analysis:
-Non-prestressed reinforcement can be optionally included in the calculation of cross sectional properties of the non-composite section via a new check box on the design beam analysis form. The default is to exclude reinforcement for legacy files and to include for new beams.
-For Eurocodes shear analysis, it is now possible to override the effective depth value on the section definition form. The results detail the default value calculation.

AASHTO LRFD - Design Section Service Limit State:
-The following options are added for the control of cracking calculations:
-Apply 2" concrete cover limit.
-Apply 5" reinforcement spacing limit.

Australian Standards 5100 - stress-strain curve for reinforcement:
-The default ULS stress-strain curve for reinforcement has changed for Australian Standards. The new default gives identical yield stress in tension and compression with 500 MPa at 0.25% strain. The previous default has been migrated to a curve option labeled "BS 5400", which is based upon the ULS stress strain curve defined in the UK Bridge Design code BS 5400.

Creep calculation for long term elastic modulus in SLS Design Section analysis:
-Additional detail has been added to the Design Section creep calculations for "drying shrinkage for age at first loading" and "age at time" according to EN1992-2. These two age parameters are added to the "Design Data for Serviceability Calculations" form. The parameter formerly labeled as "Age at loading" has been renamed as "Age of concrete". The effect of ambient temperature on creep has been corrected.

Design Section concrete elastic modulus interpolation:
-The Design Section Service Limit State now has an alternate option for interpolating elastic modulus. The calculation of the interpolated value is detailed in the results.

Primary Issues Resolved By This Release:

Project / Structural Analysis:

-Using the Line Beam analysis could cause Autodesk Structural Bridge Design to close unexpectedly.
-Reinforced concrete beam defined in a project following a Pre-stressed beam may include tendon data from the first beam.
-Traffic Loading on buried structures. There is an issue including surcharge loading in a traffic loading compilation.
-Application hangs on creating new section element if a linked design section is highlighted.
-Graphical display of pin joints incorrect for line girder analysis.
-Unable to create design section following offset beam creation.

Design Beams:

-EU Pre-stressed Beam: Effective depth used for shear calculations may not be correct and needs detailing.
-AU: Unable to edit reinforcement cover for a Super-T cross section.
-Reinforced concrete beam: no section location in Differential temperature report.
-Incorrect external surface calculation for Open Super-T T2 with in-situ slab.
-AASHTO LRFD Post-tensioned Beam: Access violation can occur when accessing shear design.
-Post-tensioned beam: Analysis causes the application to become unresponsive.
-EU Steel composite Beam: Unable to perform differential temperature analysis.
-EU Reinforced concrete Beam: SLS stresses in graphic may differ from calculation report.

Design Sections:

-Design Section Analysis: The heights to the resolved forces are incorrect where the NA is rotated.
-Incorrect creep coefficient in the calculation of SLS stresses for long term elastic modulus.
-Graphic for reverse differential temperature loads have wrong scaling for moments.
-Plastic section property calculation graphic not displayed correctly.
-Unable to do a general stress-strain interaction curve analysis.

HOMEPAGE

https://www.autodesk.com/

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