Spar depth and weight

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dc.contributor.author W. Tye en_US
dc.contributor.author R. G. Thorne en_US
dc.date.accessioned 2014-10-21T15:50:02Z
dc.date.available 2014-10-21T15:50:02Z
dc.date.issued 1941 en_US
dc.identifier.other ARC/R&M-2569 en_US
dc.identifier.uri https://reports.aerade.cranfield.ac.uk/handle/1826.2/2866
dc.description.abstract In all classes of structural design it is the usual practice to employ deep rather than shallow beams. This arises from the fact that, within limits defined partly by the web construction, the deeper the beam the less the quantity of material used. Also for beams of a given length and strength a deeper beam is stiffer. In the design of aircraft spars, where weight saving is of primary importance, and where too low a flexural stiffness might be a disadvantage, the greatest spar depth and the shortest span consistent with good aerodynamic properties are used. In discussions of wing design, it is customary to consider aspect ratio and thickness/chord ratio as primary design parameters, these quantities being intimately connected with the drag of the wing. The influence on wing weight of changes of either of these quantities is associated mainly with their effect on the semi-span/spar-depth ratio. For structural discussions, therefore, it is convenient to consider the ratio of wing semi-span to root thickness as the basic design parameter (root thickness is chosen here as the most representative depth and is most readily defined). en_US
dc.relation.ispartofseries Aeronautical Research Council Reports & Memoranda en_US
dc.title Spar depth and weight en_US


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