Calculations in Hydraulic Engineering: Fluid pressure, and the calculations of its effects in engineering structuresLongmans, Green, 1898 |
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Página x
... Girder - Construction of the diagram of moments for a segmental bend with sliding ends • 15. The Pipe - bend acting as a Cantilever - The steam - pipes of marine engines -Example of the calculable stresses · 16. Guard Bolts - Their ...
... Girder - Construction of the diagram of moments for a segmental bend with sliding ends • 15. The Pipe - bend acting as a Cantilever - The steam - pipes of marine engines -Example of the calculable stresses · 16. Guard Bolts - Their ...
Página xii
... Girder - Relative deflections of girder and pontoon 62. Long Pontoon carrying a Short Ship or Girder 63. Greatest Bending Moment due to the opposed vertical forces 64. Greatest Bending Moment in the Ship and in the Pontoon APPENDIX A ...
... Girder - Relative deflections of girder and pontoon 62. Long Pontoon carrying a Short Ship or Girder 63. Greatest Bending Moment due to the opposed vertical forces 64. Greatest Bending Moment in the Ship and in the Pontoon APPENDIX A ...
Página 35
... Girder . - If we suppose the segmental bend sketched in Fig . 19 to be fitted at each end with a cylindrical neck which slides without friction in the gland of the stuffing - box , and that the stuffing - boxes are themselves so fixed ...
... Girder . - If we suppose the segmental bend sketched in Fig . 19 to be fitted at each end with a cylindrical neck which slides without friction in the gland of the stuffing - box , and that the stuffing - boxes are themselves so fixed ...
Página 49
... Vide Paper on " Continuous Girders , " in the Transactions of the Inst . C.E. , vol . lxxiv .; also “ Bridge Construction , " chap . viii . p . 113 . E elastic beam of uniform stiffness ; but , in the BUCKLING OF A STRAIGHT PIPE . 49.
... Vide Paper on " Continuous Girders , " in the Transactions of the Inst . C.E. , vol . lxxiv .; also “ Bridge Construction , " chap . viii . p . 113 . E elastic beam of uniform stiffness ; but , in the BUCKLING OF A STRAIGHT PIPE . 49.
Página 57
... girders , spandrils , and bracing , amounts to 20 cwt . per foot of span , or W = 120 tons , and we will examine the equilibrium of the bridge under this uniform load of 1 ton per foot when the pipes are charged under a hydrostatic head ...
... girders , spandrils , and bracing , amounts to 20 cwt . per foot of span , or W = 120 tons , and we will examine the equilibrium of the bridge under this uniform load of 1 ton per foot when the pipes are charged under a hydrostatic head ...
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Términos y frases comunes
annular axial fluid stress axial stress axis B₁ bending moment bending stresses bolts buoyant pressure calculated centre of action centre of buoyancy centre of gravity centre-line CHEMISTRY compressive stress Crown 8vo curvature curve of buoyancy cylinder denotes depth diagram of moments direction displacing force distance elastic engineering equal equilibrium example expansion joint external load feet flange floating fluid arch fluid pressure foot lineal girder horizontal hydraulic pressure hydrostatic hydrostatic pressure Illustrations inclined internal diameter length lifting force longitudinal stress mean head measured metacentre metacentric height metal moment of inertia ordinates P₁ P₂ parabolic pipe plane pontoon proportional quantity radius represent resistance right angles segmental side sketched in Fig socket square inch straight line stress Q surface tensile strength tensile stress thrust tons transverse triangle tube uniform uniformly distributed vertical component vertical force vessel water-line wedge weight
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