ForsideBøgerA Treatise On The Princip…ice Of Dock Engineering

A Treatise On The Principles And Practice Of Dock Engineering

Forfatter: Brysson Cunningham

År: 1904

Forlag: Charles Griffin & Company

Sted: London

Sider: 784

UDK: Vandbygningssamlingen 340.18

With 34 Folding-Plates and 468 Illustrations in the Text

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Side af 784 Forrige Næste
THE THEORY OF CONJUGATE PRESSURES. I6l similar to that in Case L, and readily understood from the diagram, the direction of R is found, and it will be noticed that it makes the same angle, Ö, with the direction of Q, as the resultant in Case I., but on the opposite side. Case III., with which we are mainly concerned, is a combination of the conditions obtaining in the preceding instances and may be solved from them. For it is possible to take two subsidiary intensities such that the principal intensity, q, is equal to their sum and the principal intensity, p, to their difference, thus— 1 2 2 „ 1+P Q-p P 2 2 Dealing with these subsidiary intensifies in pairs, the problem résolves itself into finding, first, the resultant of two like intensities, each equal to ^, as in Case I. ; secondly, the resultant of two unlike intensities, each equal to as in Case II. ; and, lastly, the combined resultant of these two. In fig. 84, set off O X=^-^, perpendicular to the plane A C, to represent the resultant intensity due to two like equal intensities of that amount. Next set off OY=^-^ at an angle X O Y = 2 0,to represent the resultant of two unlike equal intensities. Completing the parallelogram, O Z = r will be the resultant of these component intensities in direction and magnitude. The same result may be demonstrated by a slightly modified diagram, which lends itself to a clearer analysis of the range of stress. In fig. 85 draw O II at right angles to the plane A O, from the point of intersection O, and set off O M=^^^. Produce the line of action of the stress Q to L, taking the point L such that OML is an isosceles triangle 11