• ArchBuckling

    MarcosBeier
    MarcosBeier
    Multi-span concrete arch buckling
    • ArchBuckling.jpg
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    • 7 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Files
  • ArchTruss

    MarcosBeier
    MarcosBeier
    Old Rail Road Arch Truss Bridge
    • ArchTruss.bmp
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    • 7 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Files
  • Steel Tied Arch Bridge

    Ana Carla Peres
    Ana Carla Peres
    • Steel Tied Arch Bridge_v1.mp4
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    • 8 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Files
  • Conduit Shapes Explained

    Jesse Dringoli
    Jesse Dringoli
    Product(s): SewerGEMS, CivilStorm, SewerCAD, StormCAD Version(s): CONNECT Edition, V8i Area: Modeling Background There are many different shapes available to select when modeling a conduit in the above storm and sewer products…
    • 8 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Network Arch Bridge

    MarcosBeier
    MarcosBeier
    As seen in the screenshots below, the Network Arch Bridge has the characteristics of numerous inclined hangers and usually a much more slender and a little lower arch due to its efficiency in load distributions. Multiple possible solutions exist to model…
    • 9 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • Arch Bridge model in OBM

    Sri
    Sri
    Modeling a concrete Arch Bridge in OBM
    • OBM_Arch_Bridge.png
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    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Files
  • Masonry arch bridge design in STAAD.Pro using plates

    Tels A
    Tels A
    Hi, I have modelled an arch bridge in STAAD.Pro. I used 2D plates to model the bridge. Supports are pinned. The bridge is masonry, and it should not have any bending moments in the arch section. All axial stress should be compressive. I get all the…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RM Bridge FAQ: Arch, Truss and Suspension modeling

    MarcosBeier
    MarcosBeier
    RM Bridge offers the flexibility to model and design any bridge structure type and construction schedule. As a basic reference we create the structural 3D Axis, in Plan and Elevation, that is connected to the Road Alignment. For this Axis , we create…
    • 8 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • The Sheikh Zayed Bridge in Abu Dhabi

    Sri
    Sri
    SHEIKH ZAYED BRIDGE Location: Abu Dhabi, U.A.E. Description: A twin deck bridge comprising prestressed concrete box girders supported by bearings on concrete piers and by hangers on a pair of 3D steel arches. The steel arches are connected to the…
    • over 12 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Blog
  • Self Supported Arch roof analysis

    Shuvo Shaha
    Shuvo Shaha
    I want to analyse the roof structure for dead load, live load and wind load. I am confused about the direction of the loading on the plates. Can anyone give me some suggestion? Also How can i analyse the running beam that will carry the load? We use a…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Geopak Drainage Error Computing output for a network with Pipe-Arch

    Vinod Balakrishnan
    Vinod Balakrishnan
    I am trying to design a storm drain network in an area with limited cover. When I try to use the "Pipe-Arch" option, Geopak reports an error. The same network runs just fine when using circular pipe or box culvert or elliptical pipe. I checked the drainage…
    • over 5 years ago
    • OpenRoads | OpenSite
    • OpenRoads | OpenSite Forum
  • RE: Simply supported Pedestrian bridge with two tube arch at both sides

    Seth Guthrie
    Seth Guthrie
    1- Arches are typically simplified into a series of line segments. Curved members are possible in STAAD.pro (though the curvature needs to be circular arcs) 2- If a member is not to be part of the analytical model is should just be left out. A member…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Arch Culvert in STAAD pro

    Seth Guthrie
    Seth Guthrie
    Keep in mind that in a true catenary arch under self-weight, the shear and bending is essentially zero as the force is carried almost exclusively by axial compression. Since your arch is kinked you'll see some spikes in the force diagrams near these joints…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Arch section shape modeling limitations

    Jesse Dringoli
    Jesse Dringoli
    Product(s): SewerGEMS, CivilStorm, SewerCAD, StormCAD Version(s): CONNECT Edition Area: Layout and Data Input Problem What are the current limitations and considerations with using the Arch and Pipe-Arch section shapes in…
    • 8 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki