New Constructions in Graphical Statics |
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Page 6
... joints , such as are found in stone or brick arches , a case intermediate between the stiff and the flexible arch . A complete graphical solution of this problem was proposed by Poncelet , which the reader will find given by Woodbury ...
... joints , such as are found in stone or brick arches , a case intermediate between the stiff and the flexible arch . A complete graphical solution of this problem was proposed by Poncelet , which the reader will find given by Woodbury ...
Page 7
... JOINT AT THE CROWN 20 CHAPTER IV . TEMPERATURE STRAINS .. .23 CHAPTER V. ARCH RIB WITH END JOINTS .. .25 CHAPTER VI . ARCH RIB WITH THREE JOINTS .. ..27 CHAPTER VII . ARCH RIB WITH ONE END JOINT . .28 CHAPTER VIII . 29 ARCH RIB WITH TWO ...
... JOINT AT THE CROWN 20 CHAPTER IV . TEMPERATURE STRAINS .. .23 CHAPTER V. ARCH RIB WITH END JOINTS .. .25 CHAPTER VI . ARCH RIB WITH THREE JOINTS .. ..27 CHAPTER VII . ARCH RIB WITH ONE END JOINT . .28 CHAPTER VIII . 29 ARCH RIB WITH TWO ...
Page 9
... joints in the arch . The methods we shall use depend upon our ability to separate the stresses in- duced by the loading into two parts ; one part being sustained in virtue of the re- action of the arch in the same manner as equilibrated ...
... joints in the arch . The methods we shall use depend upon our ability to separate the stresses in- duced by the loading into two parts ; one part being sustained in virtue of the re- action of the arch in the same manner as equilibrated ...
Page 11
... joints can offer no re - joins the extremities of the polygonal part . If however the ends are fixed sistance at these joints to the moment horizontally and there are two free of the applied forces , and their moment ( hinge ) joints at ...
... joints can offer no re - joins the extremities of the polygonal part . If however the ends are fixed sistance at these joints to the moment horizontally and there are two free of the applied forces , and their moment ( hinge ) joints at ...
Page 16
... joints at these points . Equilibrium being where the closing line intersects would still exist in the present upright the polygon . If the construction has position under these same applied been correctly made , the area above the ...
... joints at these points . Equilibrium being where the closing line intersects would still exist in the present upright the polygon . If the construction has position under these same applied been correctly made , the area above the ...
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New Constructions in Graphical Statics (Classic Reprint) Henry Turner Eddy No preview available - 2017 |
Common terms and phrases
abutment actual angle angle of friction applied weights arch rib Artillery assumed bending mo bending moments Brevet bridge brium polygon cable center of gravity center vertical Cloth compression cone construction convenient crown deflection curve determine dome of masonry draw drawn Edition elongated engravings equal equation equili flexible Gunnery hinge joints hoop tension horizontal thrust Illustrated inertia Infantry intersect load line Louis Arch lune manner Manual ment meridian metal Military moment of inertia moving load negative loading obtain ordi ordinates Ordnance parallel piers plane pole distance polygon e positive load Prop proportional quantities radial ratio resistance Revised Rifle scale second equilibrium polygon segments shear shearing stress span stiffening truss straight girder stresses surface sustained Tactics tangent temperature thickness third closing line tion triangle U. S. Army U. S. Navy vertical resistances wall weight line wood-cuts
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