Engineering Construction in Iron, Steel and TimberLongmans, Green & Company, 1894 - 379 páginas |
Dentro del libro
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Página ix
... double shear Examples of group joints Joints in angle irons ; angle wrappers Joints between bracing bars and booms Eyebars and pins for truss bridges Various joints in iron roofs Joints in timber CHAPTER XIV . DECKS OF BRIDGES . Methods ...
... double shear Examples of group joints Joints in angle irons ; angle wrappers Joints between bracing bars and booms Eyebars and pins for truss bridges Various joints in iron roofs Joints in timber CHAPTER XIV . DECKS OF BRIDGES . Methods ...
Página x
... double line of way CHAPTER XVIII . AMERICAN TRUSS BRIDGE . Example of the design of a steel American truss bridge with pin connections for a single line of railway CHAPTER XIX . WIND PRESSURE . General review of experiments on wind ...
... double line of way CHAPTER XVIII . AMERICAN TRUSS BRIDGE . Example of the design of a steel American truss bridge with pin connections for a single line of railway CHAPTER XIX . WIND PRESSURE . General review of experiments on wind ...
Página xii
... DOUBLE LINE OF RAILWAY II . AMERICAN TRUSS BRIDGE WITH 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 ...
... DOUBLE LINE OF RAILWAY II . AMERICAN TRUSS BRIDGE WITH 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 ...
Página 4
... double its length ; it may be calculated from the following formula : - WL E = kl where E modulus of elasticity . W = the load producing the elongation l . L = the original length of the specimen . k = the area of the specimen . This is ...
... double its length ; it may be calculated from the following formula : - WL E = kl where E modulus of elasticity . W = the load producing the elongation l . L = the original length of the specimen . k = the area of the specimen . This is ...
Página 13
... double - best iron , 120 ° with the fibre , and 100 ° across the fibre ; for single - best iron , 90 ° with the fibre , and 60 ° across the fibre . The plates must bend cold through the angles given in the following table , according to ...
... double - best iron , 120 ° with the fibre , and 100 ° across the fibre ; for single - best iron , 90 ° with the fibre , and 60 ° across the fibre . The plates must bend cold through the angles given in the following table , according to ...
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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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