Jan 23, 2008 #1 bridgedesign222 Structural Joined Jan 23, 2008 Messages 4 Location US LRFD has criteria for the effective slab width for a conventional cast-in-place deck on steel girders. Has anyone designed a plate girder using an exodermic deck? If so, what did you do for your transformed section?
LRFD has criteria for the effective slab width for a conventional cast-in-place deck on steel girders. Has anyone designed a plate girder using an exodermic deck? If so, what did you do for your transformed section?