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LEAP Bridge Steel - OpenBridge Designer
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LARS | LEAP | OpenBridge | OpenTunnel | RM
OpenBridge Designer: Onboarding Guide
How to Download OpenBridge Modeler or OpenBridge Designer?
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Bridge Products: Operating System and Hardware Requirements
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OpenBridge Modeler CONNECT Edition
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OpenBridge Designer CONNECT Edition
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LEAP Bridge Concrete - CONSPAN, CONBOX, RC-PIER, CONSPLICE, and GEOMATH inside OpenBridge Designer CONNECT Edition
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LEAP Bridge Steel - OpenBridge Designer
Adding more reporting points to camber diagram
Addition of Custom Vehicle in Leap Bridge Steel
can I define beams with overhangs in LEAP Bridge Steel?
Cantilever – Overhang Definition in LBS
Clean Temp Files for LBS
Deck Placement Sequence and Constructibility Analysis
Displacement at the top of the girder.
Does the program allow using WT and WS shapes?
Editing Header/Footer information.
Editing the Pier location
Enhancements and corrections in LEAP Bridge Steel version 22.00.02.19 (part of Open Bridge Designer version 10.11.00.40 (September 2022)
Fatigue shear connector pitch design.
How do I add centrifugal force (CE) in LEAP Bridge Steel
How do I apply construction loads and where is analysis of construction loads reported?
How do I set a permit vehicle side by side with design live load?
How do I set the mesh size and check resulting meshing under FEM
How to decrease the model (file) size
Is it possible to define beam overhangs in LEAP Bridge Steel?
Lane Load Details – Location of Vehicle and UDL
LBS – 2 different deck thickness
LBS – Bearing Stiffeners, Shear Stiffeners and connection plates
LBS – Orientation of the Bearing
LBS – Rating of Cross Frame
LBS - Analysis for both Design and Rating
LBS - Angle of rotation rz at the end supports for Dead Load and Live load
LBS - Bottom flange lateral bracing
LBS - Distribution of pedestrian load to the girders
LBS - Flange lateral bending stress Calculation.
LBS - Information related to Design optimization.
LBS - Lp and Ln in Shear Connector Report.
LBS - Strength I and Service II Load Rating
LBS – Cross Frame member designations such as “1a, 1b, 2,3”…
LBS – Custom Beam path
LBS – Deck Screed elevation
LBS – FEM Analysis Engine: Deck Analysis error.
LBS – Field Splice Capacity Check - Shear Rupture of splice plate on net section area for web plate.
LBS – LL factor for Strength I during construction
LBS – Moment of Inertia considered for Final and FinalN deflection
LBS – Steel checks for Diaphragms
LEAP Bridge Steel enhancements and corrections release 2 of 2021 (March 2022) (v21.2.0.31)
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Live Load effects in Leap Bridge Steel
Loads
Mesh Sensitivity Analysis.
Model Eccentric Columns
Net Reduction Area factor for cross frames
Output results shown in global or local coordinate axis.
PennDOT DM-4 specifications.
Problems Running LBS on a New Windows 10 PC
Program crashing when trying to open Standard Sections List in LBS v 20.00.00.41
QUESTION: Does LBS not check for wind loading?
QUESTION: How do we apply the parapet loads to the exterior girders only. It appears that the program applies that load to all beams and when I tried to change the loads to apply just to the 2 exterior barriers I get a warning message
Regenerate imported substructure loads
Shear Connector Design – Strength Condition Regions
Simply Supported condition for each span
Sketch showing field splice layout definition.
Steel I girder. - Concrete encased
Support Conditions - Support Type
What role do substructure units play in the analysis of the superstructure of LEAP Bridge Steel? How to acknowledge concrete and steel pier types?
Working Remotely with LEAP Applications (Concrete and Steel)
WT Sections
What’s New in LEAP Bridge Steel CONNECT Edition V19?
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RM Bridge - OpenBridge Designer
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LARSBridge V20
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OpenTunnel Designer CONNECT Edition
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How to log Service Request?
USA State DOT links
OpenBridge - OpenTunnel Ideas
Working from Home with OpenBridge Modeler
Working Remotely with OpenBridge Designer
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LEAP Bridge Steel - OpenBridge Designer
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Created by
Vinay mysore
When:
Wed, Apr 8 2015 6:37 AM
Last revision by
MarcosBeier
When:
Thu, Mar 16 2023 6:15 PM
Revisions:
8
Comments:
2
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