LARS | LEAP | OpenBridge | RM
LARS | LEAP | OpenBridge | RM Wiki
LARS | LEAP | OpenBridge | RM
Bridge Products: Operating System and Hardware Requirements
OpenBridge Modeler CONNECT Edition
LARS Bridge and LARS Main Page
LEAP Bridge Concrete Main page
General LEAP Information
"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
Automating install for Conspan and RcPier
Bridge Component Layout definition
Calculation of 10th point in Conspan
Calculation of cracked section properties
Calculation of negative moment for Permit Vehicles (PV)
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 to add Custom Beam Section to 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
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 ?
Lever Rule For Computation Of Live Load Distribution Factors In CONSPAN [TN]
Live load analysis for Simple span and Non Continuous Span
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
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
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
Reaction for Double Tandem or Double Truck
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
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.
The material values aren't updating properly, giving me some very erroneous design results. The material properties at beam level are different than material tab.
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 ?
SELECTsupport TechNotes And FAQs
Working Remotely with LEAP Applications
Leap Bridge Steel Main Page
What’s New in LEAP Bridge Steel CONNECT Edition V19?
OpenBridge Designer CONNECT Edition
RM Bridge CONNECT Edition
OpenBridge Modeler V8i - Main Page
OpenBridge Designer: Onboarding Guide
What is New in OpenBridge Designer Connect Edition 10.08.01?
Working from home with RM Bridge products
Working Remotely with OpenBridge Designer
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