Book contents
- Frontmatter
- Colophon
- PREFACE
- Contents
- ERRATA
- PART I STATICS
- PART II DYNAMICS
- PART III THE THEORY OF MACHINES
- PART IV THE THEORY OF THE STABILITY OF STRUCTURES
- PART V THE STRENGTH OF MATERIALS
- PART VI IMPACT
- APPENDIX
- Note A
- Note B Poncelet's Theorem
- Note C
- Note D The best Dimensions of a Buttress
- Note E Dimensions of the Teeth of Wheels
- Note F Experiments of M. Morin on the Traction of Carriages
- Note G On the Strength of Columns
- Table I The Numerical Values of complete Elliptic Functions of the first and second Orders for Values of the Modulus k corresponding to each Degree of the Angle sin
- Table II Showing the Angle of Rupture ψ of an Arch whose Loading is of the same Material with its Voussoirs, and whose Extrados is inclined at a given Angle to the Horizon
- Table III Showing the Horizontal Thrust of an Arch, the Radius of whose Intrados is Units, and the Weight of each Cubic Foot of its Material and that of its Loading, Unity
- Table IV Mechanical Properties of the Materials of Construction
Note G - On the Strength of Columns
from APPENDIX
Published online by Cambridge University Press: 05 June 2016
Book contents
- Frontmatter
- Colophon
- PREFACE
- Contents
- ERRATA
- PART I STATICS
- PART II DYNAMICS
- PART III THE THEORY OF MACHINES
- PART IV THE THEORY OF THE STABILITY OF STRUCTURES
- PART V THE STRENGTH OF MATERIALS
- PART VI IMPACT
- APPENDIX
- Note A
- Note B Poncelet's Theorem
- Note C
- Note D The best Dimensions of a Buttress
- Note E Dimensions of the Teeth of Wheels
- Note F Experiments of M. Morin on the Traction of Carriages
- Note G On the Strength of Columns
- Table I The Numerical Values of complete Elliptic Functions of the first and second Orders for Values of the Modulus k corresponding to each Degree of the Angle sin
- Table II Showing the Angle of Rupture ψ of an Arch whose Loading is of the same Material with its Voussoirs, and whose Extrados is inclined at a given Angle to the Horizon
- Table III Showing the Horizontal Thrust of an Arch, the Radius of whose Intrados is Units, and the Weight of each Cubic Foot of its Material and that of its Loading, Unity
- Table IV Mechanical Properties of the Materials of Construction
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- Publisher: Cambridge University PressPrint publication year: 2014