The Design of Structures: A Practical Treatise on the Building of Bridges, Roofs, &cC. Griffin, limited, 1891 - 497 sider |
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Side ix
... Distributed Weight , 51 22 52 33 53 35 55 • 55 • 67. Beam projecting over One Support , • · • 68. Beam projecting over both Supports , 69. Continuous Beams , 70. Continuous Beam of Uni- form Section and Two Equal Spans Uniformly Loaded ...
... Distributed Weight , 51 22 52 33 53 35 55 • 55 • 67. Beam projecting over One Support , • · • 68. Beam projecting over both Supports , 69. Continuous Beams , 70. Continuous Beam of Uni- form Section and Two Equal Spans Uniformly Loaded ...
Side xi
... Distributed Roll- ing Load , Concentrated Weights ,. 127 120. Diagram 115. Cantilever Uniformly Loaded , · 128 121 . 132 of Shearing Forces when the Length of the Load is equal to , or greater than , the Span , 133 Diagram of Shearing ...
... Distributed Roll- ing Load , Concentrated Weights ,. 127 120. Diagram 115. Cantilever Uniformly Loaded , · 128 121 . 132 of Shearing Forces when the Length of the Load is equal to , or greater than , the Span , 133 Diagram of Shearing ...
Side xxi
... distributed dead and rolling loads , • LI . Maximum stresses on a Linville truss during the passage PAGE 265 265 268 268 • . 270 272 274 of a single rolling load , 275 • LII . Stresses on bowstring girder with single load resting on the ...
... distributed dead and rolling loads , • LI . Maximum stresses on a Linville truss during the passage PAGE 265 265 268 268 • . 270 272 274 of a single rolling load , 275 • LII . Stresses on bowstring girder with single load resting on the ...
Side 5
... distributed over the whole cross - section of the bar . This is generally true as regards tensile and compressive stresses so long as the bar is of a compact form . It is only approximately true , however , when applied to shearing ...
... distributed over the whole cross - section of the bar . This is generally true as regards tensile and compressive stresses so long as the bar is of a compact form . It is only approximately true , however , when applied to shearing ...
Side 53
... distributed over the whole or certain parts of the beam . These are known as uniformly - distributed loads and are measured by so many lbs . , cwts . , or tons , per lineal foot of the beam or span . ( 3 ) Loads made up of a combination ...
... distributed over the whole or certain parts of the beam . These are known as uniformly - distributed loads and are measured by so many lbs . , cwts . , or tons , per lineal foot of the beam or span . ( 3 ) Loads made up of a combination ...
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The Design of Structures: A Practical Treatise on the Building of Bridges ... Samuel Anglin Uten tilgangsbegrensning - 1891 |
Vanlige uttrykk og setninger
12 feet 20 tons A₁ angle apex apices arch axis B₁ beam bending moments bottom flange breaking weight bridge C₁ cantilever cast cast-iron centre of gravity chain columns compressive stress crane cross-girders curve d₁ dead load deflection determine the stresses diameter distance ends equal equation exposed feet span find the stresses fixed foot-tons horizontal inertia joint lattice girders left abutment length live load main girders maximum bending method moment of inertia parallel pier plates pressure principle of moments punched purlins rafters railway reaction rivet rolling load roof sectional area shearing stress shown in fig square foot square inch steel stress diagram Stress in Tons struts supports TABLE taking moments tensile strength tensile stress tension thickness tons per square tons resting top flange total load truss vertical line W₁ W₂ Warren girder wrought iron
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