Computation of Deflections for PC Box Girder Bridges with Corrugated Steel Webs considering the Effects of Shear Lag and Shear Deformation

<div>Contribution of the shear deformation of CSWs on the total girder deflection (<i>J</i><sub>2</sub>) under concentrated loads.</div>

Mathematical Problems in Engineering

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Figure 21

Figure 21: Computation of Deflections for PC Box Girder Bridges with Corrugated Steel Webs considering the Effects of Shear Lag and Shear Deformation 

Figure 21 | Computation of Deflections for PC Box Girder Bridges with Corrugated Steel Webs considering the Effects of Shear Lag and Shear Deformation 