Engineering Construction in Iron, Steel and TimberLongmans, Green & Company, 1894 - 379 páginas |
Dentro del libro
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Página ix
... pins for truss bridges Various joints in iron roofs Joints in timber CHAPTER XIV . DECKS OF BRIDGES . Methods of constructing the decks of iron and steel bridges Stringers and cross - girders Bent plates ; buckle plates ; various ...
... pins for truss bridges Various joints in iron roofs Joints in timber CHAPTER XIV . DECKS OF BRIDGES . Methods of constructing the decks of iron and steel bridges Stringers and cross - girders Bent plates ; buckle plates ; various ...
Página x
... pin connections for a single line of railway CHAPTER XIX . WIND PRESSURE . General review of experiments on wind pressure Wind pressure on an inclined surface · Sir B. Baker's experiments at the site of the Forth Bridge British Board of ...
... pin connections for a single line of railway CHAPTER XIX . WIND PRESSURE . General review of experiments on wind pressure Wind pressure on an inclined surface · Sir B. Baker's experiments at the site of the Forth Bridge British Board of ...
Página xii
... PIN CONNECTIONS III . CONTINUOUS GIRDER ROAD BRIDGE IV . , IVa , IVb , and IVc . SWING Bridge J V. , Va , and Vb . THREE - HINGED ARCH BRIDGE VI . , VIa , and VIb . STIFFENED SUSPENSION BRIDGE PAGE 266 276 303 332 354 366 CHAPTER I ...
... PIN CONNECTIONS III . CONTINUOUS GIRDER ROAD BRIDGE IV . , IVa , IVb , and IVc . SWING Bridge J V. , Va , and Vb . THREE - HINGED ARCH BRIDGE VI . , VIa , and VIb . STIFFENED SUSPENSION BRIDGE PAGE 266 276 303 332 354 366 CHAPTER I ...
Página 97
William Henry Warren. TABLE XXII . Clear span in feet . Number of pins under each rail . Width of each piece in inches . Depth of stringer in inches . 2223 D240 10 12 14 16 10 ∞o ∞ ∞ 8 15 8 16 17 8 17 The stringers are generally long ...
William Henry Warren. TABLE XXII . Clear span in feet . Number of pins under each rail . Width of each piece in inches . Depth of stringer in inches . 2223 D240 10 12 14 16 10 ∞o ∞ ∞ 8 15 8 16 17 8 17 The stringers are generally long ...
Página 189
... pin of hard cast steel 3 inches in diameter at end B. Plate on pin end cracked at middle rivet , also channel beam under this crack . ( Cap and pin not used ; both ends take square bearings on compression plate . Tested in a similar ...
... pin of hard cast steel 3 inches in diameter at end B. Plate on pin end cracked at middle rivet , also channel beam under this crack . ( Cap and pin not used ; both ends take square bearings on compression plate . Tested in a similar ...
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Términos y frases comunes
abutment angles apex axis of pins beam supported bending moment bending moments bolts bracing bridge calculated cantilever cast-iron column compression members compressive stress cross-girders Crown 8vo dead load deck denote depth diagonal distance distributed load Ditto elasticity ends and loaded engine equal equation factor of safety feet fibre fixed flange foot run foot-tons formula Hence horizontal Illustrations inch-tons intensity of stress joint lattice girder length live load longitudinal M₁ M₂ main girders maximum stresses method method of moments modulus neutral axis P₁ panel panel-points piers plates points of contra-flexure polygon R₁ railway resistance rivets roof Sectional area shearing stress shown in Fig side similar manner span square foot square inch steel strength stresses due stringers strut TABLE tensile stress tension timber tons per square total load traction engine truss vertical W₁ W₂ wedges weight wind pressure Woodcuts wrought iron ΕΙ
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