<p>A footbridge was built in 2013 in rural Morocco using lightweight polyester rope, spanning 64 meters (210 feet) across a deep ravine. The area is prone to perennial flash flooding, cutting off access to schools, the local clinic, and the market for weeks at a time. After five years of service, the design team returned to inspect the structural condition, and replace one of the main ropes. The decommissioned rope was subjected to load testing and dissection, and was found to be in excellent condition.</p><p>The novel use of synthetic rope offered some advantages over steel wire rope typically used for this type of project, and the team developed strategies to work efficiently with this unusual material. Particularly, its light weight makes it substantially less costly and simpler to transport to the construction site (the rope was procured in the U.S. and shipped to Morocco in backpacks). As it is less sensitive to the effects of twisting, the rope does not require the level of care typical of wire rope.</p><p>The paper will discuss unique aspects of construction, and challenges related to ongoing maintenance of this type of infrastructure in a developing country.</p>
This paper describes the analysis and structural details for a 64 m span polyester-rope suspended footbridge built in 2013 in rural Ait Bayoud, Morocco to provide members of the community with year-round access to a health clinic, school, and local markets. Polyester rope is an engineered, load rated product designed to endure rough handling and extreme weather. Although this product is frequently used in marine and arboreal applications, it has been rarely used in structural engineering applications. This is the first bridge at a significant scale that uses polyester rope in place of typical steel wire rope.The first objective is to present the nonlinear static structural analysis of the bridge. Due to polyester rope's viscoelastic behavior lower-bound and upper-bound material stiffness models are considered. No deflection criterion is required in this remote area, so the bridge is theoretically allowed to deflect significantly under full service loads. Practically, these deflections result in onerous walking slopes that are intended to limit the live loads that are ever applied to the bridge at a single time. The second objective is to present the key details at the backstay anchorages and tower saddles. These details take into account large rope elongations that arise during bridge construction and use. Constructability, adjustability, and longevity of these details are discussed.
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