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  • Users: emwell
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  1. emwell

    Interpretation of AASHTO 6.13 - Steel Connections

    Looking for some help interpreting a section of the AASHTO code. In the section addressing connections for steel members (6.13.1), there is a clause that reads: “In the case of connections that transfer total member end shear, the gross section shall be taken as the gross section of the...
  2. emwell

    Bridge Truss Connection Design Loads

    Hi All! I drew the lucky straw to design the connections for a steel truss pedestrian bridge composed of W sections. Where I'm running into problems is how to appropriately apply the requirements of AASHTO 6.13.1 to figure out the design loading for each connection. We have the truss modeled in...

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