Useful Information for Engineers: Being a Series of Lectures |
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Page xx
... subjected to a uniform external pres- sure , was equally strong in every part , and that the length did not affect the strength of a tube so placed . But although this rule may be true when applied to tubes of indefinite length , or to ...
... subjected to a uniform external pres- sure , was equally strong in every part , and that the length did not affect the strength of a tube so placed . But although this rule may be true when applied to tubes of indefinite length , or to ...
Page xxvi
... that these vessels should be subjected we find that A and B , e strength . S only about Tube F of three dis made with side of the those poin the streng paring it Table sistance made its escape by a tty correct in Backes a.
... that these vessels should be subjected we find that A and B , e strength . S only about Tube F of three dis made with side of the those poin the streng paring it Table sistance made its escape by a tty correct in Backes a.
Page 1
... subjected EXPERIMENTS . Resistance of Tubes to Collapse . In these experiments the tubes were plates of uniform thickness , and of the f shown by the figures in the column of r form after collapse is also indicated by the v On ...
... subjected EXPERIMENTS . Resistance of Tubes to Collapse . In these experiments the tubes were plates of uniform thickness , and of the f shown by the figures in the column of r form after collapse is also indicated by the v On ...
Page 6
... to remedy certain anomalous results arising from defective forms of construction , it appeared desirable that these vessels should be subjected to direct experiment , and the Laws of Resistance as 6 ON THE RESISTANCE OF.
... to remedy certain anomalous results arising from defective forms of construction , it appeared desirable that these vessels should be subjected to direct experiment , and the Laws of Resistance as 6 ON THE RESISTANCE OF.
Page 8
... = 1 ft . The cross - sections are taken through the line ab , where the collapse was greatest . The dotted lines show their form before they were subjected to experiment . Mark . N. No. 13 0 . 14 P. inches 8 ON THE RESISTANCE OF.
... = 1 ft . The cross - sections are taken through the line ab , where the collapse was greatest . The dotted lines show their form before they were subjected to experiment . Mark . N. No. 13 0 . 14 P. inches 8 ON THE RESISTANCE OF.
Common terms and phrases
20 tons applied in lbs Author bar iron boiler Boiler plate bridges Britannia Bridge calculated cast-iron collapsing pressure compression construction crane Crown 8vo Crown-glass crushed cube cylinder deck defects diameter elongation experiments external pressure Fahr feet 6 inches fibre Flint-glass flues force formula fracture Grauwacke Green glass HISTORY Illustrations improvements inch in lbs inch thick increase Ingleton iron ships iron vessels keelsons Keyham labour Lectures length load longitudinal machine material mean ments mills millwright nearly observed Penmaenmawr Portrait Post 8vo powers of resistance practical present principle red heat Remarks Rennie Resistance of Glass revised riveted Royal Charter rupture Sandstone Second Edition sectional area specimens square inch Staffordshire steam engine stone Strain applied strength strength of materials stringers subjected temperature tensile tensile strength Thicknesses measured Third Edition tons per square tubes vols wheel Woodcuts wrought iron
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