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- W173889761 abstract "This chapter discusses the design of Cantilevers. When the bending moment is constant, the optimum value of this ratio is strictly infinite; when shear is transmitted, the optimum value is always finite and often rather small. This characteristic is as well shown by reference to a cantilever loaded only at its tip as by any more elaborate system of loading; and simple as it is, the cantilever will also serve to illustrate the several complicating factors that influence design. If the root of the cantilever is supported on a rigid wall capable of resisting load in any direction at any point and if the load acts in a line parallel to the wall and at a given distance from it, the essential structure consists in a strut and a tie-bar in the plane through the line of the load and perpendicular to the wall. As far as the bending moment is concerned, the rigid wall postulated might be replaced by a plane of symmetry, that is, one might consider a pair of cantilevers back to back. This type of structure is considered with regard to the influence both of the instability of the struts and of the necessary weight of the joints." @default.
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- W173889761 date "1965-01-01" @default.
- W173889761 modified "2023-10-16" @default.
- W173889761 title "THE DESIGN OF CANTILEVERS" @default.
- W173889761 doi "https://doi.org/10.1016/b978-1-4831-9755-5.50010-1" @default.
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