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  • Users: RichBridge
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  1. RichBridge

    AASHTO Edge Beam

    In the 17th Edition of AASHTO for Slab Edge Beam Design (3.24.8) a live load moment is given of 0.10PS where P=16k for HS20 and S is the Span Length. Is this Live Load Moment to REPLACE the "normal" computed live load moment? Should impact be added to this Moment? And I assume it is still...
  2. RichBridge

    MSE Bridge Abutment Footing Depth

    I'm looking into preliminary designs using MSE bridge abutments and I have been gathering as much info as I can. I'm looking at using spread footings without piling for the bridge footings that a few feet back from the MSE wall face. One thing that seems to be a design delimma is that the...

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