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LARS | LEAP | OpenBridge | RM
LARS | LEAP | OpenBridge | RM Wiki
Live Load Reaction Calculation
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LARS | LEAP | OpenBridge | RM
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Bridge Products: Operating System and Hardware Requirements
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OpenBridge Designer CONNECT Edition
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OpenBridge Modeler CONNECT Edition
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LEAP Bridge Concrete Main page
How do I find out the AASHTO Code option I am using?
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LEAP CONBOX/CIP RC/PT Girder
Axial Forces -- Dead Load case
CIP RC/PT Girder Analysis Type
Column Design in Conbox
Custom Live Load in Leap Conbox
Customization of Section in Conbox
De-Couple Tendon Forces between Spans
Definition of Super-element
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Design Results for V/M Interaction
Different types of Losses
How to add a void to Slab Bridge
How to remove a portions of slab in Slab Bridge
Influence Lines Diagram
Input of Live Load Distribution Factors Manually
Live Load Distribution Factor -- Range of Applicability of Table 4.6.2.2.2b-1
Live Load Forces and Moment Calculation- Service I Limit State
Live Load Reaction Calculation
Long Term Deflection
Manual Input of Allowable Stress and other relevant information.
Modeling Varying Width of Box Girder
Points of Interest
Points of Interest --"FSupp1Ld" and "FSupp1Rd"
Positive Moment Capacity Calculation -- Top & Bottom Rebar
Post Tension I girder -- AASHTO LRFD Code
Post Tensioned Box Girder: Initial and Final Dead Load Deflection.
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Printing the Output in an Enhanced format
Rebar and Stirrups Design -- The Design Icon gets greyed out
Reduce web width Bv, for Presence of Duct.
Reduction of Analysis Time.
Relation between Diaphragm and P-Jack Force.
Running the Analysis - Design Icon gets greyed out.
Sign-conventions in Conbox
Skew Correction Factor option
Skewed Bridge - Distribution of Load from Superstructure to Substructure.
Skewed Slab Bridge - Skew Correction factor.
Slab Bridge - Exterior Strip width Design
T beam -- Modeling Different Beam width for Exterior and Interior Girders
T- Beam Bridge - Type of Analysis
Truck and Live Loads have named cases with and without “Displacement” .
Where are design code options located under Cast in Place (CIP) module?
will the live load (LL) run in between barriers positioned on the CIP box?
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Live Load Reaction Calculation
Revision
Creation Date
Revision Author
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Current Revision
Wed, Feb 24 2021 5:04 PM
Dilip Matange [Bentley]
4
Revision #4
Wed, Feb 24 2021 5:03 PM
Dilip Matange [Bentley]
3
Revision #3
Tue, Nov 3 2015 6:56 AM
Vinay mysore
2
Revision #2
Tue, Nov 3 2015 6:09 AM
Vinay mysore
1
Revision #1
Tue, Nov 3 2015 6:06 AM
Vinay mysore
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