New Constructions in Graphical Statics |
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Page 10
... moments of inertia at the different cross sections . If a polygon be drawn ... bending at a point , is expressed by the acute angle between For the ... bending , i.e. the angle between the tan- due to 10 NEW CONSTRUCTIONS.
... moments of inertia at the different cross sections . If a polygon be drawn ... bending at a point , is expressed by the acute angle between For the ... bending , i.e. the angle between the tan- due to 10 NEW CONSTRUCTIONS.
Page 11
... bending is proportional to ≥ ( M ÷ I ) , approximately an equilibrium ... moments at those two points sion or compression directly along the vanish ... moments ( i . e . , the ordi- nates of the equilibrium polygon ) must fulfill . For ...
... bending is proportional to ≥ ( M ÷ I ) , approximately an equilibrium ... moments at those two points sion or compression directly along the vanish ... moments ( i . e . , the ordi- nates of the equilibrium polygon ) must fulfill . For ...
Page 12
... bending moments , and the polygon it- may be done , as will be seen hereafter . self is the polygonal part of the equili- Call the area between the closing line brium polygon due to the weights . and the polygon , A. Draw the closing ...
... bending moments , and the polygon it- may be done , as will be seen hereafter . self is the polygonal part of the equili- Call the area between the closing line brium polygon due to the weights . and the polygon , A. Draw the closing ...
Page 13
... bending moments whatever ? By the solution of this ques- tion they 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 ...
... bending moments whatever ? By the solution of this ques- tion they 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 ...
Page 14
... moment of iner- tia , I , at all points , and shall here only consider the stresses induced by an assumed load . The ... bending moments in it . for these weights , and lay off the weights This , as may be seen , is often a very which ...
... moment of iner- tia , I , at all points , and shall here only consider the stresses induced by an assumed load . The ... bending moments in it . for these weights , and lay off the weights This , as may be seen , is often a very which ...
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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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