Design Of Flexible Steel Arches By Interaction Diagrams

by Haaren A. Miklofsky,
Omar J. Sotillo,

Serial Information: Transactions of the American Society of Civil Engineers, 1959, Vol. 124, Issue 1, Pg. 1-29

Document Type: Journal Paper


Direct method of structural design; interaction diagram developed gives fiber stress and deflection of arch cross section as function of its dimensions; it is analogous to structural interaction diagram for statically determinate structure, namely beam column; design method illustrated by design of quarter point sections of following steel arch bridges: 2-hinged rainbow, Bayonne, and hingeless rainbow.

Subject Headings: Steel structures | Bridge design | Structural design | Arch bridges | Steel | Arches | Beam columns | Bridge columns

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