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  1. Brad_SoKno

    AASHTO LRFD Strength III for steel girders design

    Thanks y'all... I thought it was applicable, but the software I'm using (LEAP Bridge Steel) didn't include this load combination even though I applied a wind load.
  2. Brad_SoKno

    AASHTO LRFD Strength III for steel girders design

    Does AASHTO LRFD Strength III apply to steel girder design, or is it only applied to substructure design?
  3. Brad_SoKno

    Wind Load (WS) - LRFD 9th, Art. 3.8.2 - Vertical uplift load application

    Yeah, that's what I was think but wasn't sure if I interpreted the statics correctly since they didn't show a free-body diagram with the design example... thanks BridgeSmith. Brad
  4. Brad_SoKno

    Wind Load (WS) - LRFD 9th, Art. 3.8.2 - Vertical uplift load application

    I'm designing a steel girder pedestrian bridge, and I'm trying to figure out how to apply the 0.020ksf vertical uplift wind load per LRFD 9th, Art. 3.8.2. I found a design example in the LRFD Ped Bridge Spec w/ 2015 Revs, but I'm not sure I fully understand how the free-body diagram works for...

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