/
Nonprismatic girders in bridge deck sections
Nonprismatic girders in bridge deck sections
To model plate-girder flange transitions, users may assign girder sections as nonprismatic frame sections in the Components > Superstructure Item > Deck Sections menu.
Further discussion and an alternative procedure may be found in the Nonprismatic frame elements article.
, multiple selections available,
Related content
Haunched steel-girder bridge
Haunched steel-girder bridge
More like this
Steel-girder bridge with variable flange thickness
Steel-girder bridge with variable flange thickness
More like this
Applying parametric variation to bridge width and girder spacing for bridge object with skewed abutments (steel I-girder bridge deck section)
Applying parametric variation to bridge width and girder spacing for bridge object with skewed abutments (steel I-girder bridge deck section)
More like this
Variable girder spacing
Variable girder spacing
More like this
Composite section
Composite section
More like this
Staged-construction analysis of two-span precast-girder bridge
Staged-construction analysis of two-span precast-girder bridge
More like this