A course on the stresses in bridge and roof trusses, arched ribs and suspension bridges (1904)
Burr, William H. (William Hubert), 1861-1934 · New York : Wiley · leaf 488
re not supposed to be in thesame level, and at any point, or all points, of support theremay be constraint applied to the beam, external to the loadwhich it is to carry; or, what is equivalent to the last condi-tion, the beam may not be straight at any point of supportbefore flexure takes place.… … Fig I. through C, while A is the section of the beam at which thedeflection (vertical or horizontal) in reference to C, the bend-ing moment, the shearing stress, etc., are to be determined. 431 43 APPENDIX I. As shown in the figure, let x be the horizontal co-ordinatemeasured from A, and y the…
Trusses · Bridges
Internet Archive · California Digital Library · Public Domain Mark 1.0. Free to use for anything.
