New Constructions in Graphical Statics |
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Page 6
... metal . Finally , it may perhaps be said with truth , that neither of these problems can be solved with the same generality by analytic processes as by a graphical con- struction . The analysis almost always demands some kind of law or ...
... metal . Finally , it may perhaps be said with truth , that neither of these problems can be solved with the same generality by analytic processes as by a graphical con- struction . The analysis almost always demands some kind of law or ...
Page 8
... METAL .. .53 . CHAPTER XVI . SPHERICAL DOME OF MASONRY .. .56 CHAPTER XVII . CONICAL DOMES OF METAL AND OF MASONRY .59 1 NEW CONSTRUCTIONS IN GRAPHICAL STATICS . ordinates in which E CHAPTER IX .
... METAL .. .53 . CHAPTER XVI . SPHERICAL DOME OF MASONRY .. .56 CHAPTER XVII . CONICAL DOMES OF METAL AND OF MASONRY .59 1 NEW CONSTRUCTIONS IN GRAPHICAL STATICS . ordinates in which E CHAPTER IX .
Page 32
... metal . Which of these fractions to adopt depends somewhat on the tightness and stiffness of the wrapping . It is this intrinsic stiffness of the cable which is largely depended upon in the cen- tral part of the bridge , between the two ...
... metal . Which of these fractions to adopt depends somewhat on the tightness and stiffness of the wrapping . It is this intrinsic stiffness of the cable which is largely depended upon in the cen- tral part of the bridge , between the two ...
Page 36
... metal arch was desir- able , a flexible arch rib with stiffening truss was far cheaper and in every way preferable . Let us write the equation of deflections in the form mD . EI 0 < = Σ mn2n ' Mix \ nn ' n • in which n is the number by ...
... metal arch was desir- able , a flexible arch rib with stiffening truss was far cheaper and in every way preferable . Let us write the equation of deflections in the form mD . EI 0 < = Σ mn2n ' Mix \ nn ' n • in which n is the number by ...
Page 53
... METAL . ure which it exerts upon the plane bb ' The dome which will be treated in the is vertical , being due to its own weight following construction is hemispherical and the weight of the building or other in shape ; but the proposed ...
... METAL . ure which it exerts upon the plane bb ' The dome which will be treated in the is vertical , being due to its own weight following construction is hemispherical and the weight of the building or other in shape ; but the proposed ...
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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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