The Mechanics of Construction, EtcDughton, Bull & Company, 1861 |
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Page iv
... RESISTANCE OF MATERIALS . The Second Part contains the theory and the construction of ROOFS and ARCHES . The straining forces which act upon a structure having been determined by simple Statical considera- tions , formulæ of solution ...
... RESISTANCE OF MATERIALS . The Second Part contains the theory and the construction of ROOFS and ARCHES . The straining forces which act upon a structure having been determined by simple Statical considera- tions , formulæ of solution ...
Page vii
... , late of Durham , a mathematician and profound linguist , for many important recommendations and references to foreign scientific publications . July , 1861 . PREFACE . CONTENTS . PART I. THE RESISTANCE OF MATERIALS PREFACE . vii.
... , late of Durham , a mathematician and profound linguist , for many important recommendations and references to foreign scientific publications . July , 1861 . PREFACE . CONTENTS . PART I. THE RESISTANCE OF MATERIALS PREFACE . vii.
Page ix
... resistance . Resistance to extension , to compression , to flexion , to torsion , to sliding Limits of elasticity , and modulus of elasticity The dangerous section CHAPTER II . RESISTANCE TO EXTENSION OR COMPRESSION . PAGE iii 15 567 ...
... resistance . Resistance to extension , to compression , to flexion , to torsion , to sliding Limits of elasticity , and modulus of elasticity The dangerous section CHAPTER II . RESISTANCE TO EXTENSION OR COMPRESSION . PAGE iii 15 567 ...
Page x
... resistance to the transverse strain Moment of inertia of section . 31 32 33 བ ལ = ེ ླ ོ 34 Resistance to flexure in general . Resistance to sliding or shearing .. Section 2 . 36 40 Coefficients of absolute strength in flexion CHAPTER V ...
... resistance to the transverse strain Moment of inertia of section . 31 32 33 བ ལ = ེ ླ ོ 34 Resistance to flexure in general . Resistance to sliding or shearing .. Section 2 . 36 40 Coefficients of absolute strength in flexion CHAPTER V ...
Page xi
... Resistance to extension and compression Examples CHAPTER VII . SOLIDS OF EQUAL RESISTANCE . Problems for illustration . : CHAPTER VIII . THE DEFLECTION OF BEAMS . A beam supported at both ends and loaded in the middle A beam supported ...
... Resistance to extension and compression Examples CHAPTER VII . SOLIDS OF EQUAL RESISTANCE . Problems for illustration . : CHAPTER VIII . THE DEFLECTION OF BEAMS . A beam supported at both ends and loaded in the middle A beam supported ...
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Common terms and phrases
angle axle beam breadth c₁ catenary centre of gravity centre of pressure chain circular arch coefficient of resistance coefficient of safety common catenary compression cosec cross section cubic foot curve of pressure cylinder deflection Denote density determined diameter dimensions Edition equal equation equilibrium exterior forces extrados extremity F. A. Paley Fcap feet fibre find the thickness fixed formula fracture h₁ Hence horizontal line horizontal position horizontal thrust inertia intrados king-post length lever arm load lowest point modulus of elasticity moment of inertia moments neutral axis parabola parallel perpendicular plane preceding prism PROP r+ h r₁ radius rafter rectangular roof section HK segmental arch sin² springing line stability straining force supported supposed surcharge thickness of pier tie-beam torsion trapezoid triangle vertical pressure weight Wherefore
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