H. De Backer

Effect of the Slant of Edge Girders on Single‐Span Steel Road Bridges

Little comments have been made on the effect of the rotated arrangement of lateral box edge girders. To address this, a parametric numerical model was created that allows for varying the slant. Single spans, varying from 34 to 52 m were considered. The edge girders are designed as box girders with internal stiffening a...