Integral Abutment After Deck Placement Connection (Single Span)

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Javrod
Integral Abutment After Deck Placement Connection (Single Span)

Hi. I'm modeling a single span bridge with integral abutments (after deck placement) connections but the moments (open to traffic stage 13)results show zero value for the moments at the abutments for Dead or Live loads instead negative moments. Please let me know where I can find on the output the negative moments results for the Integral abutment design.

Thanks.

Rick Brice
Integral Abutment After Deck Placement Connection (Single Span)

Check the Structural Analysis Method setting. Your model is probably using Simple Span or Envelope

https://www.wsdot.wa.gov/eesc/bridge/software/Documentation/PGSuper/5.0/...

Javrod
Yes, that was it. Thanks.

Yes, that was it. Thanks.

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