New Constructions in Graphical Statics |
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Page 5
... respectively , " A New Fundamental Method in Graphical Statics , " and , " Certain New Con- structions in Graphical Statics . " The latter paper furnishes the basis of the following pages . Most of the problems proposed have , it is ...
... respectively , " A New Fundamental Method in Graphical Statics , " and , " Certain New Con- structions in Graphical Statics . " The latter paper furnishes the basis of the following pages . Most of the problems proposed have , it is ...
Page 18
... respectively , and between these points a similar product gives the mo- ment with sufficient accuracy . It would be useful for the sake of accuracy to 6 8 The vertical shearing stress is construct- ed in the same manner as for a girder ...
... respectively , and between these points a similar product gives the mo- ment with sufficient accuracy . It would be useful for the sake of accuracy to 6 8 The vertical shearing stress is construct- ed in the same manner as for a girder ...
Page 20
... respectively . 3 2 = 6 2 = = evident that if we consider the parts of the girder at the right and left of the center as two separate girders whose ends are joined at the center , these ends have each the same deflection , by reason of ...
... respectively . 3 2 = 6 2 = = evident that if we consider the parts of the girder at the right and left of the center as two separate girders whose ends are joined at the center , these ends have each the same deflection , by reason of ...
Page 21
Henry Turner Eddy. and q ' draw parallels to o'p , ' respective- apply Prop . IV , for the determination of ly . These last ... respectively ; and they intersect at 9. The vertical through , contains the center of gravity for this assumed ...
Henry Turner Eddy. and q ' draw parallels to o'p , ' respective- apply Prop . IV , for the determination of ly . These last ... respectively ; and they intersect at 9. The vertical through , contains the center of gravity for this assumed ...
Page 22
... respectively , the lay off aj = df and ai = gg ' ; and at any thrust directly along , and the shear di- convenient distance on the horizontals i rectly across the segment a , b , of the and jj , draw the vertical j ; then the arch ...
... respectively , the lay off aj = df and ai = gg ' ; and at any thrust directly along , and the shear di- convenient distance on the horizontals i rectly across the segment a , b , of the and jj , draw the vertical j ; then the arch ...
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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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