Title: Bending And Torsion In
Horizontally Curved Beams
Author(s): I. Oesterblom
Publication: Journal Proceedings
Appears on pages(s): 597-606
In designing horizontally curved beams, one may assume the simple case of complete fixity at the supportsand also uniform loading and thereby cover the maior part of the problems actually occurring in practice. This article develops the necessary equations, and data for purposes of quick and accurate analysis or design of horizontally curved beams.