Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel Component Resistance
Tension members occur in the cross frames and lateral bracing of the girder bridge system and are also present in truss bridges and tied‐arch bridges. Two types of connections for tension members are considered: bolted and welded. Compression members are structural elements that are subjected only to axial compressive forces that are applied along the longitudinal axis of the member and produce uniform stress over the cross section. I‐sections in flexure are structural members that carry transverse loads perpendicular to their longitudinal axis primarily in a combination of bending and shear. The resistance of I‐sections in flexure is largely dependent on the degree of stability provided, either locally or in a global manner. I‐sections in flexure must be designed to resist the load combinations for the strength, service, and fatigue limit states. The strength limit state is addressed by checking flexural resistance and shear resistance.
Steel Component Resistance
Tension members occur in the cross frames and lateral bracing of the girder bridge system and are also present in truss bridges and tied‐arch bridges. Two types of connections for tension members are considered: bolted and welded. Compression members are structural elements that are subjected only to axial compressive forces that are applied along the longitudinal axis of the member and produce uniform stress over the cross section. I‐sections in flexure are structural members that carry transverse loads perpendicular to their longitudinal axis primarily in a combination of bending and shear. The resistance of I‐sections in flexure is largely dependent on the degree of stability provided, either locally or in a global manner. I‐sections in flexure must be designed to resist the load combinations for the strength, service, and fatigue limit states. The strength limit state is addressed by checking flexural resistance and shear resistance.
Steel Component Resistance
Barker, Richard M. (Autor:in) / Puckett, Jay A. (Autor:in)
Design of Highway Bridges ; 403-454
27.04.2021
52 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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