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Such mechanical behavior is referred as the shear-lag effect and often calculated by adopting effective width.
Based on a reduction of lane effective width and the Gap Acceptance Theory, two effect models describing curb parking and road capacity were constructed.
The effective width, an important parameter to describe the shear lag effect, is defined.
Values of C wt represent the effective width of the external element (b o ), including the effect of shear keys.
Ángel Di María provided little effective width.
Furthermore, the prediction formulae of effective width are proposed.
Simplified design formulas for computing the effective width are proposed.
Effective width calculations of the hybrid deck showed that the effective flange width for hybrid decks are less than AASHTO prescribed effective width for concrete decks.
Parametric studies are performed to find out the most important parameters influencing effective width.
An effective width to be used in 2D analyses is proposed.
The influences of local buckling are considered in the simulation utilizing the existing effective width formulations.
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