New Constructions in Graphical Statics |
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Page 5
... obtained in certain cases . The possibility of obtaining a direct and complete solution of the various forms of the stiff arch rib is found to depend upon a theorem not hitherto recognized , as to the manner in which the equilibrium ...
... obtained in certain cases . The possibility of obtaining a direct and complete solution of the various forms of the stiff arch rib is found to depend upon a theorem not hitherto recognized , as to the manner in which the equilibrium ...
Page 6
... obtain a complete solution of the dome by em- ploying constructions analogous to those employed for the arch ; and in particu- lar it is believed that the dome of masonry is here investigated correctly for the first time , and the ...
... obtain a complete solution of the dome by em- ploying constructions analogous to those employed for the arch ; and in particu- lar it is believed that the dome of masonry is here investigated correctly for the first time , and the ...
Page 10
... obtained one from the other when we know the ratio of the moments of inertia at the different cross sections . If a polygon be drawn in a similar manner by joining the extremities of the ordinates ym computed from equation ( 3 ) , it is ...
... obtained one from the other when we know the ratio of the moments of inertia at the different cross sections . If a polygon be drawn in a similar manner by joining the extremities of the ordinates ym computed from equation ( 3 ) , it is ...
Page 12
... obtaining graphically the true equili- brium polygon for the various kinds of arches . Prop . V. If bending moments M act on a uniform inclined girder at horizon- tal distances x from O , the amount of the vertical deflection yd will be ...
... obtaining graphically the true equili- brium polygon for the various kinds of arches . Prop . V. If bending moments M act on a uniform inclined girder at horizon- tal distances x from O , the amount of the vertical deflection yd will be ...
Page 13
... obtain the equation and prop- erties of the particular equilibrium poly- gon which would sustain the given weights . Our graphical process com- pletely solves this question by at once constructing this equilibrium polygon . For the ...
... obtain the equation and prop- erties of the particular equilibrium poly- gon which would sustain the given weights . Our graphical process com- pletely solves this question by at once constructing this equilibrium polygon . For 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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