 | William Templeton (engineer.) - 1845 - 210 pages
...thickness. 11 x 1-5 x 16 x 3-2 = 844-8 fts. Resistance of bodies to flexure by vertical pressure. When a piece of timber is employed as a column or support,...times its diameter, it is impossible to bend it by any force applied longitudinally, as it will be destroyed by splitting before that bending can take... | |
 | Thomas Kelt - 1849 - 424 pages
...thickness. 11 X 1-5 X 16 X 3-2 = 84*8 Ibs. Resistance of Bodies to Flexure by vertical Pressure. When a piece of timber is employed as a column or support,...times its diameter, it is impossible to bend it by any force applied longitudinally, as it will be destroyed by splitting before that bending can take... | |
 | Peter Barlow - 1851 - 608 pages
...of timber is compressed in the direction of its length, it yields to the force in a different manner according to the proportion between its length and area of its cross section ;" and that in case of a cylinder whose length is less than seven or eight times its diameter, it is impossible... | |
 | Oliver Byrne - 1852 - 600 pages
...the middle which that will produce. Resistance of Sadies to Flexure by Vertical Pressure. — When a piece of timber is employed as a column or support,...times its diameter, it is impossible to bend it by any force applied longitudinally, as it will be destroyed by splitting before that bending can take... | |
 | Oliver Byrne - 1852 - 604 pages
...weight will produce. Resistance of Bodies to Flexure by Vertical Pressure. — When a piece of tirrfber is employed as a column or support, its tendency to...times its diameter, it is impossible to bend it by any force applied longitudinally, as it will be destroyed by splitting before that bending can take... | |
 | Charles Haslett - 1855 - 482 pages
...a piece of timber is employed as a coluirm or support, its tendency to. yielding by, jcoinptessiou is ..different according to the proportion between...whose length is less than seven or eight times its dialneter, ijt is imp.issiblr to bend it by any force ' applied longitudinally, as .it: will be destroyed... | |
 | William Templeton (engineer.) - 1855 - 326 pages
...thickness. 11 x 1-5 x 16 x 3-2=844-8 tbs. Resistance of bodies to Flexure by vertical Pressure. When a piece of timber is employed as a column or support,...compression is different according to the proportion bet ween its length and area of its cross section^ and supposing the form that of a cylinder whose... | |
 | Charles Haslett - 1855 - 544 pages
...thick!SS. 11 x 1-6 x 16 x 3-2 = 844 '8 Ibs. Resistance of Bodies to Flexure by Vertical fressure. When a piece of timber is employed as a column or support,...times its diameter, it is impossible to bend it by any forra applied longitudinally, as it will be destroyed by splitting before that bending can take... | |
 | Charles W. Hackley - 1856 - 530 pages
...thickness. 11 x 1-5 x 16 x 8-2-= 844-8 Ibs. Resistance of Bodies to Flexure by Vertical Pressure. When a piece of timber is employed as a column or support,...yielding by compression is different according to th« proportion between its length and area of its cross section ; and supposing the form that of a... | |
 | 1855 - 420 pages
...thickness. 11 X 1-5 X 16 X 3-2 = 844-8 Ibs. Resistance of Bodies to Flexure by vertical Pressure. When a piece of timber is employed as a column or support,...times its diameter, it is impossible to bend it by any force applied longitudinally, as it will be destroyed by splitting before that bending can take... | |
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Flexure by vertical Pressure. When a piece of timber is employed as a column or support, its tendency to yielding by compression is different according to the proportion between its length and area of its cross section ; and supposing the form that of... 
