New Constructions in Graphical Statics |
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Page 5
... theorem is also enunciated , which affords the basis for a direct solution of the flexible arch rib , or suspension cable , and its stiffening truss . These discussions and constructions have led to a new investigation.
... theorem is also enunciated , which affords the basis for a direct solution of the flexible arch rib , or suspension cable , and its stiffening truss . These discussions and constructions have led to a new investigation.
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 13
... stiffen a suspension bridge . The arch must then be propor tioned to resist these moments . Since this is the case , it is of no particular consequence that the form adopted for the arch in any given case , should be such as to entirely ...
... stiffen a suspension bridge . The arch must then be propor tioned to resist these moments . Since this is the case , it is of no particular consequence that the form adopted for the arch in any given case , should be such as to entirely ...
Page 30
... are both made with slip joints every 30 feet . It is apparent that this whole arrange- ment of flooring with the girders and carried to the top of one tower , the eight 30 NEW CONSTRUCTIONS SUSPENSION CABLE AND STIFFENING TRUSS.
... are both made with slip joints every 30 feet . It is apparent that this whole arrange- ment of flooring with the girders and carried to the top of one tower , the eight 30 NEW CONSTRUCTIONS SUSPENSION CABLE AND STIFFENING TRUSS.
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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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