New Constructions in Graphical Statics |
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Page 15
... base , in order that we may quires that the total bending be zero , compare the loads they represent . Let when the sum is taken of the bending the common base be half the span : then at the various points along the entire bb = pp ' is ...
... base , in order that we may quires that the total bending be zero , compare the loads they represent . Let when the sum is taken of the bending the common base be half the span : then at the various points along the entire bb = pp ' is ...
Page 16
... base . This is done very approximately by taking ( in this case where the span is divided into 16 equal segments ) the sum of the ordi- nates b , d ,, etc. We thus find the height bk and the horizontal through k is the required closing ...
... base . This is done very approximately by taking ( in this case where the span is divided into 16 equal segments ) the sum of the ordi- nates b , d ,, etc. We thus find the height bk and the horizontal through k is the required closing ...
Page 20
... base equal to half the span : then take the altitudes of the tri- Now to find the closing line of this angles as the loads . This we have done , equilibrium polygon so that its ordinates so that pp = 4cc , and p'p , ' = ‡ c , ' c ...
... base equal to half the span : then take the altitudes of the tri- Now to find the closing line of this angles as the loads . This we have done , equilibrium polygon so that its ordinates so that pp = 4cc , and p'p , ' = ‡ c , ' c ...
Page 28
... base equal to the span , we may obtain an approximate result , as in Fig . 2 , by taking one twelfth of the sum of the ordinates of the type bd , but To solve this problem , first find the it is much better to obtain an exact center of ...
... base equal to the span , we may obtain an approximate result , as in Fig . 2 , by taking one twelfth of the sum of the ordinates of the type bd , but To solve this problem , first find the it is much better to obtain an exact center of ...
Page 36
... 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 cable could be torn asunder . And since of the bending moments , and by ...
... 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 cable could be torn asunder . And since of the bending moments , and by ...
Other editions - View all
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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