LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | RM Wiki
LARS | LEAP | OpenBridge | OpenTunnel | RM
Bridge Products: Operating System and Hardware Requirements
OpenBridge Designer CONNECT Edition
OpenBridge Modeler CONNECT Edition
LEAP Bridge Concrete Main page
CIP RC/PT Girder
Enhancements and corrections in LEAP Bridge Concrete version 22.00.02.19 (part of Open Bridge Designer version 10.11.00.40 (September 2022)
How do I find out the AASHTO Code option I am using?
LEAP Bridge Concrete main interface
LEAP CONSPAN / Precast/Prestressed Girder
"Retain Beam Level Changes"
"Wide Top Flange" option for I girders in the beam section library .
AASHTO LFD STANDARD CODE -- Shear Resistance Ratio calculation
Adjacent Box Beam design with super elevation
Amount of Reinforcing Steel in the top of precast sections.
Application of Centrifugal force in Leap Conspan
Application of concentrated loads to lane loads
Application of Live Load as Point load
Bridge Component Layout definition
Calculation of 10th point in Conspan
Calculation of cracked section properties
Calculation of negative moment for Permit Vehicles (PV)
Camber and Deflection -- Diaphragm load as part of Total self-weight of the beam
Can Live Load reactions be separated into truck and lane loads.
Computing stresses at Top of Deck
Conspan Interpretation of Two Lanes travelling in one direction and two lanes on the other direction
Dead Loads - Precast ,Composite and Composite Additional Dead Load
Deflection for Design Tandem Live Load .
Difference between Detensioning and release stresses for the beams in the output
Difference between Vmu and Vu
Distribution factors calculation for Multi Stemmed Beams
Distribution Factors for Composite Dead loads
Distribution factors for skewed bridge .
Exceeding stress limit for Precast Top - Negative Moment Envelope condition at Bearing location
Export and Import of reactions from Conspan to RCPier.
Export of Reactions from Conspan to Rcpier
FDOT -- Shear Reinforcement calculation
Flared and Skewed bridge Girder Spacing
Flared Girder -- Spacing between the girders along the Support
Flared Girder Analysis
Flared girder bridges - Calculation of distance between center of Abutment to the center of abutment
How do I consider impact (IM) and distribution loads (DF) under live load reactions?
How do I run analysis with a permit vehicle
How to add Custom Beam Section to Precast/Prestressed (CONSPAN) Library
How to add Custom Vehicle to Conspan Live Load Library
How to add/modify Height and/or # of strands for an existing Beam Section in Precast/Prestressed Girder Module?
How to change the Fy(ksi) value
How to Determine Inflection Point
How to import a beam section from a file to library?
How to input live load distribution factors manually in Precast/Prestressed module?
How to keep distribution factors input manually from changing back to program computed
Import of Leap Conspan Dead Load (DC) Reactions to RCPier.
In V13.00.00.68 the Double tandem is not selected as the default truck .
Is hold down force summation of vertical component for all the strands or just for one strand ?
Is there a hand calculation example for rating?
Lever Rule For Computation Of Live Load Distribution Factors In CONSPAN [TN]
Live load analysis for Simple span and Non Continuous Span
Live load and composite loads forces showing up at abutments
Live Load Deflection
Live Load Maximum Shear Calculation for SERVICE III Limit State
Live Load reactions shown in the output
Locating Inflection Points for Continuous Beam
Losses - Relaxation of Prestressing Strands
Losses -- Final/Total Gains Calculation
Losses -- Total Prestress Losses
Manual input of debonding percentage limits
Mcr shown in "Ultimate Moment Table" and "Vertical/horizontal shear Table"
Modifying the Deck width in Bridge Component Layout Dialog Box
Negative Moment between Dead Load Contra Flexure Points
Nomenclature -- Horizontal Shear
Non-continuous model to be made continuous only for composite loads
Options not getting retained in the Beam's TAB --> Design Parameters
Overhang of Precast Length over bearing on each side cannot be greater than 5% of precast Length
Pedestrian Load - Applied on one side of the Bridge
Post-tensioned check box on the Geometry tab screen
Prestressing and Post Tensioning Tendons in Girders
Provision of Utilities in between Box beams
Rating - LFD Code - Calculation of K value.
Rating -- Bearing Location for Shear
Rating for the Design Lane Load
Rating – Longitudinal Reinforcement check.
Reaction for Double Tandem or Double Truck
Runtime Error message
Save/Load Strand Patterns
Saved Strand Pattern, Stirrup patterns, Rebar in Beam,
Shear and Torsion Calculation
Skew Correction Factor - Thickness of Slab
Skewed bridge - Correction factor due to load distribution factors
Skewed Bridge and shear in the exterior beams
Some deflections are zero after copying the strand pattern to another beam
Strand cutting Pattern or sequence
Stress Limits for Concrete
Temperature Results in the Analysis TAB
Tensile stress at the bottom flange for the Service III load case.
Tenth of point reporting POIs
Uniform temperature used to calculate horizontal displacement
Vertical Shear -- Calculation of Mmax value.
Volume to surface area ratio
What allowable stresses the Detensioning stresses are compared against ?
Where is the Tutorial PDF located?
SELECTsupport TechNotes And FAQs
Service Design Check- LFD & ASD
Where is the consolidated library of LEAP Bridge Concrete located?
Working Remotely with LEAP Applications
Leap Bridge Steel Main Page
What’s New in LEAP Bridge Steel CONNECT Edition V19?
RM Bridge CONNECT Edition
OpenBridge Modeler V8i - Main Page
LARS Bridge and LARS Main Page
LARSBridge V20 Main page
OpenBridge Designer: Onboarding Guide
What is New in OpenBridge Designer Connect Edition 10.08.01?
Working Remotely with OpenBridge Designer
Working from home with RM Bridge products
How to log Service Request?
How to Download OpenBridge Modeler or OpenBridge Designer?
USA State DOT links
OpenTunnel Designer CONNECT Edition
Questions about this article, topic, or product? Click here.
The Span Type offers multiple choices to select from:
Simple Span: The Simple Span option allows you to specify information for only one span at a time.
Multi Span (continuous): The Multi Span (continuous) option should only be selected if the live loads and dead load on composite are to be treated as acting on the continuous spans, and you would like the program to design the deck reinforcement in the negative moment zone.
Multi Span (non-continuous): The Multi Span (non continuous) option allows you to enter a series of simple spans, and treats all superimposed dead and live loads as acting on the Simple Span model only.
Multi-Span (Mixed): The multi-span (Mixed) allows you to model and analyze multiple units of superstructure in a single LEAP Bridge concrete file.
LEAP Bridge Concrete
Dilip Matange [Bentley]
Mon, Jun 21 2021 1:39 PM
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