New Constructions in Graphical Statics |
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Page 18
... resultant the v , in closing line will be horizontal . the different portions of the arch , Now having determined the positions we must prolong v'o to o ' , say , of the points e , e , e ' , starting from one ( not drawn ) so that the ...
... resultant the v , in closing line will be horizontal . the different portions of the arch , Now having determined the positions we must prolong v'o to o ' , say , of the points e , e , e ' , starting from one ( not drawn ) so that the ...
Page 19
... resultant stress is the resultant of corresponding sum in the polygon d . the horizontal thrust and the vertical If the sums taken below the closing shearing stress , and it can be resolved lines give a slightly different result , take ...
... resultant stress is the resultant of corresponding sum in the polygon d . the horizontal thrust and the vertical If the sums taken below the closing shearing stress , and it can be resolved lines give a slightly different result , take ...
Page 22
... resultant stress in the segment a , b , of the arch , which may be resolved into two components or , and v.r , respectively parallel and per- pendicular to ab . 6 6 - = The pole distance tt ,, of the original polygon e must be shortened ...
... resultant stress in the segment a , b , of the arch , which may be resolved into two components or , and v.r , respectively parallel and per- pendicular to ab . 6 6 - = The pole distance tt ,, of the original polygon e must be shortened ...
Page 36
... resultant sv intersects the remarks made , and enable us easily to see base beyond the face of the abutment , the manner in which the variation of the the abutment would tip over before the moment of inertia affects the distribution ...
... resultant sv intersects the remarks made , and enable us easily to see base beyond the face of the abutment , the manner in which the variation of the the abutment would tip over before the moment of inertia affects the distribution ...
Page 47
... resultant pressure is applied at one third of the depth of the joint from the farther edge . The locus of this point of application of the resultant pressure has been called the " curve of pressure , " and is evidently the equilibrium ...
... resultant pressure is applied at one third of the depth of the joint from the farther edge . The locus of this point of application of the resultant pressure has been called the " curve of pressure , " and is evidently the equilibrium ...
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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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