New Constructions in Graphical Statics |
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Page 6
... given by Woodbury * in the case where the arch and load are symmetrical about the crown . The solution proposed is far simpler , susceptible of greater accuracy , and is not restricted by considerations of symmetry . Woodbury states ...
... given by Woodbury * in the case where the arch and load are symmetrical about the crown . The solution proposed is far simpler , susceptible of greater accuracy , and is not restricted by considerations of symmetry . Woodbury states ...
Page 9
... given arch and load , and in this particular polygon the horizontal stress is the ac- tual horizontal thrust of the arch . When this thrust has been found in any given case , it permits an immediate determ- ination of all other ...
... given arch and load , and in this particular polygon the horizontal stress is the ac- tual horizontal thrust of the arch . When this thrust has been found in any given case , it permits an immediate determ- ination of all other ...
Page 11
... given system of loading to make an arch of such form ( viz . , that of an equi- librium polygon ) as to require no bracing whatever , since in that case there will be no tendency to bend at any point . Also it is evident that any ...
... given system of loading to make an arch of such form ( viz . , that of an equi- librium polygon ) as to require no bracing whatever , since in that case there will be no tendency to bend at any point . Also it is evident that any ...
Page 12
... given , and its closing line be also known , and of A which is partially un- found from the same considerations re- known . And we arrive at the peculiar specting supports , etc. , then , when these property of A " , that its closing ...
... given , and its closing line be also known , and of A which is partially un- found from the same considerations re- known . And we arrive at the peculiar specting supports , etc. , then , when these property of A " , that its closing ...
Page 13
... Given the vertical loading , what must be the form of an arch , and what must be the resistances of the spandrils and abutments , when the weights produce no bending moments whatever ? By the solution of this ques- tion they obtain the ...
... Given the vertical loading , what must be the form of an arch , and what must be the resistances of the spandrils and abutments , when the weights produce no bending moments whatever ? By the solution of this ques- tion they obtain 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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