Calculations in Hydraulic Engineering: Fluid pressure, and the calculations of its effects in engineering structuresLongmans, Green, 1898 |
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Página xii
... Equal Loads symmetrically disposed - Calcula- tion of the bending stress and construction of the curve of deflection . 59. A Series of concentrated Loads imposed at Three or More Points at known Distances . • 60. Load uniformly ...
... Equal Loads symmetrically disposed - Calcula- tion of the bending stress and construction of the curve of deflection . 59. A Series of concentrated Loads imposed at Three or More Points at known Distances . • 60. Load uniformly ...
Página 1
... equal importance . The mental faculty by whose aid the engineer marshals before him , in their right order , the purposes to be achieved and the conditions to be observed , and by which he goes on to select or devise the right means for ...
... equal importance . The mental faculty by whose aid the engineer marshals before him , in their right order , the purposes to be achieved and the conditions to be observed , and by which he goes on to select or devise the right means for ...
Página 12
... equal to b1 + b2 ; and a straight line EF will then intersect the line MN in the required point G. 6. In every regular polygon , as in every circle , the centre of gravity will of course coincide with the centre of the figure . The ...
... equal to b1 + b2 ; and a straight line EF will then intersect the line MN in the required point G. 6. In every regular polygon , as in every circle , the centre of gravity will of course coincide with the centre of the figure . The ...
Página 13
... equal to two - thirds of the rectangle AB × CE ; or if b denotes the width and h the central height of the segment , then- A = bh while the ordinate EG , to its centre of FIG . 7 A E B gravity G , is- C y = zh FIG . 8 8. The segment of ...
... equal to two - thirds of the rectangle AB × CE ; or if b denotes the width and h the central height of the segment , then- A = bh while the ordinate EG , to its centre of FIG . 7 A E B gravity G , is- C y = zh FIG . 8 8. The segment of ...
Página 14
... equal and opposite force or resistance P = pA applied at the point G in each figure . More frequently , however , we have to consider structures in which the equilibrium is maintained by an indirect opposition of resistances to the ...
... equal and opposite force or resistance P = pA applied at the point G in each figure . More frequently , however , we have to consider structures in which the equilibrium is maintained by an indirect opposition of resistances to the ...
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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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