New Constructions in Graphical Statics |
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Page 5
... girder of the same cross section . The theorem above referred to , which may be properly named the " Theorem Respecting the Coincidence of Closing Lines , " may be considered to occupy in re- lation to this subject , a place analogous ...
... girder of the same cross section . The theorem above referred to , which may be properly named the " Theorem Respecting the Coincidence of Closing Lines , " may be considered to occupy in re- lation to this subject , a place analogous ...
Page 6
... girder in the most general case of variable moment of inertia . This investigation furnishes a complete graphical solution of the problem , and is ac- companied by an analytic investigation in which the general formulæ appear for the ...
... girder in the most general case of variable moment of inertia . This investigation furnishes a complete graphical solution of the problem , and is ac- companied by an analytic investigation in which the general formulæ appear for the ...
Page 7
... 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 JOINTS ... SUSPENSION CABLE AND STIFFENING TRUSS CHAPTER X. .30 CONTINUOUS GIRDER.
... 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 JOINTS ... SUSPENSION CABLE AND STIFFENING TRUSS CHAPTER X. .30 CONTINUOUS GIRDER.
Page 8
Henry Turner Eddy. SUSPENSION CABLE AND STIFFENING TRUSS CHAPTER X. .30 CONTINUOUS GIRDER WITH VARIABLE CROSS SECTION .. ..36 CHAPTER XI . THEOREM OF THREE MOMENTS .. .41 CHAPTER XII . .43 FLEXIBLE ARCH RIB AND STIFFENING TRUSS .. ARCH ...
Henry Turner Eddy. SUSPENSION CABLE AND STIFFENING TRUSS CHAPTER X. .30 CONTINUOUS GIRDER WITH VARIABLE CROSS SECTION .. ..36 CHAPTER XI . THEOREM OF THREE MOMENTS .. .41 CHAPTER XII . .43 FLEXIBLE ARCH RIB AND STIFFENING TRUSS .. ARCH ...
Page 9
... girder , the equilibrium polygon has an entirely arti- ficial relation to the problem in hand , and the particular horizontal stress as- sumed is a matter of no consequence ; but not so with respect to the arch . As will be seen , there ...
... girder , the equilibrium polygon has an entirely arti- ficial relation to the problem in hand , and the particular horizontal stress as- sumed is a matter of no consequence ; but not so with respect to the arch . As will be seen , there ...
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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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