Engineering Construction in Iron, Steel and TimberLongmans, Green & Company, 1894 - 379 páginas |
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Página iii
... chapter , and have been employed more or less throughout the work . The subjects treated in the various chapters have been considered as briefly as possible , and the numerous examples given are relied upon for more complete explanation ...
... chapter , and have been employed more or less throughout the work . The subjects treated in the various chapters have been considered as briefly as possible , and the numerous examples given are relied upon for more complete explanation ...
Página iv
... detection ; the author will therefore be thankful for any information as to errors in diagrams or calculations . UNIVERSITY OF SYDNEY , NEW SOUTH WALES . " CONTENTS CHAPTER I. STRENGTH , ELASTICITY , ENDURANCE , AND iv Preface .
... detection ; the author will therefore be thankful for any information as to errors in diagrams or calculations . UNIVERSITY OF SYDNEY , NEW SOUTH WALES . " CONTENTS CHAPTER I. STRENGTH , ELASTICITY , ENDURANCE , AND iv Preface .
Página v
... CHAPTER II . STRENGTH AND ELASTICITY OF TIMBER . General remarks on the testing of timber 23 · The tensile and compressive strengths and elasticity of timber Tables of strengths of American , European , and Australian timber columns ...
... CHAPTER II . STRENGTH AND ELASTICITY OF TIMBER . General remarks on the testing of timber 23 · The tensile and compressive strengths and elasticity of timber Tables of strengths of American , European , and Australian timber columns ...
Página vi
... CHAPTER IV . BENDING MOMENTS AND SHEARING STRESSES IN BEAMS AND GIRDERS . PAGE 32 33 33 34 35 37 37 40 Beam fixed at one end and loaded in various ways Beam supported at both ends and loaded in various ways 9999995 43 48 Relation ...
... CHAPTER IV . BENDING MOMENTS AND SHEARING STRESSES IN BEAMS AND GIRDERS . PAGE 32 33 33 34 35 37 37 40 Beam fixed at one end and loaded in various ways Beam supported at both ends and loaded in various ways 9999995 43 48 Relation ...
Página vii
... CHAPTER VII . EXAMPLES OF GRAPHICAL STATICS APPLIED TO THE DETER- MINATION OF THE STRESSES IN STRUCTURES . Dead load upon roofs Table of weights of roof - covering 108 109 Table of weights of well - known roofs 110 Table of approximate ...
... CHAPTER VII . EXAMPLES OF GRAPHICAL STATICS APPLIED TO THE DETER- MINATION OF THE STRESSES IN STRUCTURES . Dead load upon roofs Table of weights of roof - covering 108 109 Table of weights of well - known roofs 110 Table of approximate ...
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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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