Moment capacity

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Anurag007
Moment capacity

Recently one of our clients submitted a bridge report of a prestressed bridge that was done using this software. I had a question about the Phi Mn column, is that the factored moment strength provided by the section? Is Phi the resistance factor from AASHTO 8th Edition 5.5.4.2?

Please refer to the attached image.

A little about the Bridge:
The Bridge is 126 ft long single-span bridge. The Bridge has seven 48 “ deep prestressed concrete I beams.

Thank you

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bricer
Moment capacity

Phi (for both moment and shear) are capacity reduction factors per LRFD 5.5.4.2.

Phi*Mn is the factored flexural resistance per LRFD 5.6.3.2.1, Equation 1.

Mu is the factored moment for the Strength I limit state

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