• Analysis - Camber

    MarcosBeier
    MarcosBeier
    Due to the consideration of time effects and the respective active loads and elements in the construction simulation of bridges with concrete elements structural engineers, in general, understand that the final stage design of a bridge might be quite…
    • 8 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • Live Load deflection discrepancy

    Ethan Baker
    Ethan Baker
    Why is the live load deflection shown in the Camber and Deflection tables so much different than the live load deflection values in the analysis tab? Which one is the actual service level deflection?
    • over 2 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • Detailed Camber

    MarcosBeier
    MarcosBeier
    A detailed camber analysis within the construction schedule is also possible, with the action DoCamber for each label or type of load. This is very useful for construction control where the contractor will check the design pre-camber curve against each…
    • 1 month ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • Deflection for Design Tandem Live Load .

    Dilip Matange [Bentley]
    Dilip Matange [Bentley]
    Document Information Document Type: FAQ Product(s): LEAP CONSPAN/ Precast/Prestressed Girder Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: Does Conspan calculates the deflection for Design Tandem Live Load…
    • over 2 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • How does leap concrete bridge calculate the deflection due to live load on prestressed concrete girders below cast in place slab. I tried all types of presence factors, aashto... etc . Could reach to similar results

    Emran Alotaibi
    Emran Alotaibi
    How does leap concrete bridge calculate the deflection due to live load on prestressed concrete girders below cast in place slab. I tried all types of presence factors, aashto... etc . Could reach to similar results
    • Answered
    • over 2 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
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