 | William Templeton (engineer.) - 1845 - 210 σελίδες
...in 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...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 place... | |
 | 1847 - 190 σελίδες
...in thickness11 X 1-5 X 16 X 3-2 = 8-H-8 IbsResistance of Bodies to flexure by vertical PressureWhen a piece of timber is employed as a column or support,...times its diameter, it is impossible to bend it by nny force applied longitudinally, as it will be destroyed by splitting before that bending can take... | |
 | Thomas Kelt - 1849 - 424 σελίδες
...in 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...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 place;... | |
 | Peter Barlow - 1851 - 608 σελίδες
...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 σελίδες
...deflection in 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...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 place... | |
 | Oliver Byrne - 1852 - 604 σελίδες
...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 place... | |
 | Charles Haslett - 1855 - 482 σελίδες
...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 σελίδες
...in 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...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 W. Hackley - 1856 - 530 σελίδες
...in 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...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 σελίδες
...in 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...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 place;... | |
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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... 
