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LARS  LEAP  OpenBridge  RM
LARS  LEAP  OpenBridge  RM Wiki
Bridge Component Layout definition
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LARS  LEAP  OpenBridge  RM
Bridge Products: Operating System and Hardware Requirements
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OpenBridge Designer CONNECT Edition
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OpenBridge Modeler CONNECT Edition

LEAP Bridge Concrete Main page
How do I find out the AASHTO Code option I am using?
How do I run analysis with a permit vehicle
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LEAP Bridge Concrete main interface
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LEAP CONBOX/CIP RC/PT Girder

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
AREMAE80(T) Loading
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 selfweight 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 .
Detensioning table
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 .
Elastic Gains
Elastic shortening
Exceeding stress limit for Precast Top  Negative Moment Envelope condition at Bearing location
Expansion joint
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 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 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
Noncontinuous 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
Pedestrian Load  Applied on one side of the Bridge
Posttensioned 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
Reaction for Double Tandem or Double Truck
Rotation Values
Runtime Error message
Save/Load Strand Patterns
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
Span Types
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?
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LEAP RCPIER/Substructure
SELECTsupport TechNotes And FAQs
Service Design Check LFD & ASD
Where is the consolidated library of LEAP Bridge Concrete located?
Working Remotely with LEAP Applications
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Leap Bridge Steel Main Page
Whatâ€™s New in LEAP Bridge Steel CONNECT Edition V19?
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RM Bridge CONNECT Edition
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OpenBridge Modeler V8i  Main Page
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LARS Bridge and LARS Main Page
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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
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How to log Service Request?
How to Download OpenBridge Modeler or OpenBridge Designer?
USA State DOT links
Questions about this article, topic, or product? Click here.
Bridge Component Layout definition
The attached image should explain the Deck Offset and Deck Width along with other terms:
Geometry
CONSPAN
Layout
Precast/Prestressed Girder
LEAP Bridge Concrete
Bridge Component Layout
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Created by
Dilip Matange [Bentley]
When:
Tue, Nov 3 2015 4:11 PM
Last revision by
Dilip Matange [Bentley]
When:
Wed, Feb 24 2021 7:29 PM
Revisions:
3
Comments:
0
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