CIRCULAE CYLINDERS UNDER CERTAIN PRACTICAL SYSTEMS OF LOAD. I/y 
'iijUa. 
z. 
r = 0. 
r = (•2)«. 
r = (•4)«. 
r = (• 6) a. 
r = a. 
0 .... 
•0000 
•0449 
•0375 
•1341 
•5789 
C/IO . . . 
•0000 
•0388 
•0294 
•1120 
•5488 
2c/10 . . . 
•0000 
•0262 
•0170 
•0635 
•4578 
3r/10 . . . 
•0000 
•0202 
•0284 
•0454 
•1847 
4c/10 . . . 
•0000 
•0314 
•0856 
•1206 
•3709 
5c/10 . . . 
•0000 
•0575 
•1767 
•2731 
•4963 
6c/10 . . . 
•0000 
•0838 
•2569 
•4127 
•5861 
7c/l0 . . . 
•0000 
•0934 
•2803 
•4466 
•5907 
8c/10 . . . 
•0000 
•0790 
•2313 
• 3535 
•3741 
9c/10 . . . 
•0000 
•0446 
•1283 
•1880 
•1807 
c ... . 
•0000 
•0000 
•0000 
•0000 
•0000 
§ II. Discussion of the Results. 
The numerical results tabulated above are illustrated by the curves contained in 
Diagrams 1-6. Diagram 1 shows the radial shift, of course enormously exaggerated, 
Uq on the diagram being taken as numerically eqTial to 2/5 tbs of the radius of the 
cylinder. For convenience in plotting, the horizontal and vertical scales are not 
the same, thus a/5 and c/10 are represented by tlie same length on the diagram, 
although their actual ratio is 4/77. The same arrangement has been adhered to in 
Diagram 2. 
Diagram 1.—Distortion of a Cylinder extended by Shearing Stress applied to the Curved Surface 
(Radial Shifts). 
