The Design of Structures: A Practical Treatise on the Building of Bridges, Roofs, &cC. Griffin, limited, 1891 - 497 sider |
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Side x
... Rolling Load , 105. Diagram of the latter , 110 106. Beam Loaded with Two Concentrated and Un- equal Weights at a fixed interval apart , 117 111 118 107 . 114 104. Beam exposed to a Roll- ing Load consisting of Two Concentrated and ...
... Rolling Load , 105. Diagram of the latter , 110 106. Beam Loaded with Two Concentrated and Un- equal Weights at a fixed interval apart , 117 111 118 107 . 114 104. Beam exposed to a Roll- ing Load consisting of Two Concentrated and ...
Side xi
... Rolling Loads , 131 119. Beam Exposed to a Uni- formly 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 ...
... Rolling Loads , 131 119. Beam Exposed to a Uni- formly 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 ...
Side xiii
... Rolling Loads ,. 210. Wharf Crane ,. 294 299 300 301 301 · 304 211. Circumstances which Mo- dify Stresses on Arches , 212. Different Forms of Metal Arches , 213. Linear Arches - Line of 307 Pressures , 214 . 307 Different Kinds of ...
... Rolling Loads ,. 210. Wharf Crane ,. 294 299 300 301 301 · 304 211. Circumstances which Mo- dify Stresses on Arches , 212. Different Forms of Metal Arches , 213. Linear Arches - Line of 307 Pressures , 214 . 307 Different Kinds of ...
Side xvii
... Rolling Över , 478 • 478 • 473 479 376 . Erection by Overhanging or Building Out , 480 Stress on Chains ,. 474 369. Weight of Chains , 377 . 475 Cost of Erection , 481 • 370. Different Systems of Erect- ing Bridges , . 378 . Erection of ...
... Rolling Över , 478 • 478 • 473 479 376 . Erection by Overhanging or Building Out , 480 Stress on Chains ,. 474 369. Weight of Chains , 377 . 475 Cost of Erection , 481 • 370. Different Systems of Erect- ing Bridges , . 378 . Erection of ...
Side xxi
... 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 middle of the bottom ...
... 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 middle of the bottom ...
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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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