CHAPTER 6.2 STEEL PLATE GIRDERS
Steel I-section is the simplest and most effective solid section for resisting bending and shear. In this chapter, straight composite steel-concrete plate girder bridges are discussed. Design considerations
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Steel I-section is the simplest and most effective solid section for resisting bending and shear. In this chapter, straight composite steel-concrete plate girder bridges are discussed. Design considerations
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Excessive movements of bridge foundations, in either vertical or horizontal directions, can lead to a number of problems, including poor ride quality, undesirable appearance, damage to expansion
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Frequent types of frame bridges and their fields of application are illustrated on the right. Historically, frame bridges were often idealised to simplify global analysis by introducing hinges. This is still useful
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To resist the external torque applied to the fascia girders, cross-frames distribute the vertical and horizontal loads on the girders, as well as provide a support for out-of-plane bending of the flanges
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The "double" frame characteristic implies the presence of two parallel structural elements (such as girders or trusses) that are interconnected by cross-bracing or deck structures, enhancing torsional
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The provisions combine major-axis bending, minor-axis bending, and torsion into an interaction design formula and are applicable to straight bridges, horizontally curved bridges, or bridges combining both
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This module describes typical erection methods and procedures and highlights some of the aspects that should be considered by the designer. With this basic knowledge, the bridge designer can determine
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A three-dimensional frame formulation includes the effects of biaxial bending, torsion, axial deformation, and biaxial shear deformations. A frame element is modeled as a straight line connecting two joints.
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Frame bridges are often the most economical solution for smaller spans. Orthogonal and trapezoidal frames are particularly suitable for grade separations (flyovers, underpasses – modest structures in
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The “fit” or “fit condition” of an I-girder bridge refers to the deflected girder geometry associated with a specific load condition in which the cross-frames or diaphragms are detailed to
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