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LEAP Bridge Steel CONNECT Edition V18 Update 1

LEAP Bridge Steel CONNECT Edition V18 Update 1
LEAP Bridge Steel CONNECT Edition V18 Update 1 | 597.5 mb

The software, which adheres to AASHTO Load and Resistance Factor Design (LRFD) Specifications, enables users to leverage the benefits of bridge information modeling (BrIM), including increased efficiency and data reuse across the bridge lifecycle. It also provides the advantages of optioneering - which enables engineers to quickly consider trade-offs between multiple design strategies. When used with Bentley's LEAP Bridge Enterprise software for concrete bridges, LEAP Bridge Steel provides bridge engineers and designers a comprehensive solution to evaluate multiple concrete or steel design alternatives.

LEAP Bridge Steel users also benefit from faster and more reliable workflows as well as from rework being minimized - due to the accuracy and consistency of the 3D models.

Bentley Systems, Incorporated, the leading company dedicated to providing comprehensive software solutions for sustaining infrastructure, has released an updated (version LEAP Bridge Steel CE V17 for the 3D modeling, design, analysis, and load rating of everyday steel bridges.

What's New in - April, 2018

The following enhancements and bug fixes are available in this release.

- Response Spectrum Analysis (RSA)
- Design Optimization for Tub-Girders
- New Cross-Frame Locations Wizard
- Phase I for PennDOT Design Manual - Part 4 Design Checks (it will be followed by Phase II and III for full compliance)
- Z Type Cross-Frame Definition
- Double Sections for Cross-Frame Members
Bug Fixes
This release fixes a number of issues including:
- Defect regarding analytical model generation for some models
- Incorrect placement of double bearings for tub-girder bridges
- Error in section compactness check in AASHTO
- Incorrect location of field splice in field splice design report

Version: CONNECT Edition V18 (version
Language: english
System Requirements: PC
Supported Operating Systems: Windows 8.x / 10


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