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  • Users: Brad_SoKno
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  1. 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?
  2. 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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