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Jaya

Jaya

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  • RE: Specify transverse location of live load to see its influence on superstructure

    Vinay mysore
    Vinay mysore
    I don;t think so currently it is possible to c ollect the reactions (e.g. stresses) from different girders by placing truck on the very left lane and try to get the stress of the left girder.
    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • Distribution Factors

    Ben Plowman
    Ben Plowman
    Why is Conspan using the live moment distribution factors for live shear?
    • over 4 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • RE: Strand template

    Jesse Dringoli
    Jesse Dringoli
    Jaya, you had posted in the Communities Feedback forum, which is intended for feedback about the site itself. For help with technical questions, post on the respective product Community forum. I assume you are using LEAP CONSPAN so I have moved your post…
    • over 2 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • RE: Section drawing for new design

    Vinay mysore
    Vinay mysore
    In the main Open Box Beam Section it is not possible to add any new input. The user can modify the girder cross section by clicking on EDIT button and modify the section. For more information related to Leap Bridge Concrete program please check…
    • over 2 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
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