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The maximum span of these domes is about 200 metres (660 feet).
The flat truss was used also, reaching a maximum span of 91 metres (300 feet) in the Glenn L. Martin Co. Aircraft Assembly Building (1937) in Baltimore.
This paper focus on the design of a GFRP truss-like structure for dismountable bridges with maximum span of 30 m.
Furthermore, the maximum span of the respective bounds is used to identify cases where the averaged model fails to predict the real behaviour of the coupled system.
Furthermore, the maximum span of the deck between two main girders was determined using Eurocode loading and presupposing a maximum deflection ratio of span/300.
The design was composed of a series of 15 feet Warren truss bays made from tubular steel sections, to a maximum span of six bays (90 feet).
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Main Roads Western Australia identifies Clackline Bridge as Structure Number 0608., the bridge dimensions are recorded as 133.6 m in length and 8.98 m in width, with a distance of 8.75 m between kerbs, a deck area of, and maximum span length of 14.2 m., it is the only bridge in Western Australia to have crossed both a railway line and a waterway.
In this paper, we present a numerical technique for determining the maximum span length of the power lines based on consideration of eliminating the magnetically induced subsequent fault.
Thus, the overall cohesion score of the integration by Algorithm 5 is no less than the weight of the maximum spanning tree of 𝒢 (Claim 2).
The JT is a maximum spanning tree of the cluster graph, with weights given by the cardinality of the intersections between cliques.
As we already mentioned, the JT, as well as PJT, is the maximum spanning tree of the cluster graph.
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