Assertion: bridge's deck | /r/HasProperty | pour girder
Facets:
Source sentences:
text: Grade 50 steel throughout Opis superstructure design software to be used to generate superstructure loads Nominally stiffened web with no web tapers Maximum of two flange transitions top and bottom, symmetric about pier centerline Composite deck throughout, with one shear connector design/check Constructibility checks based on a single deck pour Girder to be designed with appropriate fatigue categories (to be identified on sketches)