New Constructions in Graphical Statics |
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Page 15
... convenient to distribute in this man- also bisect ww ; which fact serves to ner : viz . , the triangle c , bc , ' applied in test the accuracy of our construction . the vertical through b , the parabolic area This test is not so simple ...
... convenient to distribute in this man- also bisect ww ; which fact serves to ner : viz . , the triangle c , bc , ' applied in test the accuracy of our construction . the vertical through b , the parabolic area This test is not so simple ...
Page 16
... convenient for our purpose : total length , i . e . , the total load on the in this case , say , by 3. We thereby get arch can be made of any amount we a polygon ddd ' such that d b = 3 ab , please . The horizontal line from the db = 3d ...
... convenient for our purpose : total length , i . e . , the total load on the in this case , say , by 3. We thereby get arch can be made of any amount we a polygon ddd ' such that d b = 3 ab , please . The horizontal line from the db = 3d ...
Page 18
... convenient distance Mey at that point if e , s , is the arc of draw the vertical ij , and draw bi , and a circle ... convenience , lay off the It would have been equally correct to weights w , w , at u , ' u , ' , etc. suppose the two ...
... convenient distance Mey at that point if e , s , is the arc of draw the vertical ij , and draw bi , and a circle ... convenience , lay off the It would have been equally correct to weights w , w , at u , ' u , ' , etc. suppose the two ...
Page 20
... convenient equal distances from the center as at p and p ' , lay off these loads to some convenient scale . It is , perhaps , most convenient to reduce the moment areas to equivalent triangles having each a base equal to half the span ...
... convenient equal distances from the center as at p and p ' , lay off these loads to some convenient scale . It is , perhaps , most convenient to reduce the moment areas to equivalent triangles having each a base equal to half the span ...
Page 21
... conveniently , to represent the intensity of the moments concentrated at d , d ,, etc , and c ,, c ,, etc .: so we will use the halves of these quan- tities instead . Therefore lay off dm = kb , mm = { k , d , mm , kd , etc. , and also ...
... conveniently , to represent the intensity of the moments concentrated at d , d ,, etc , and c ,, c ,, etc .: so we will use the halves of these quan- tities instead . Therefore lay off dm = kb , mm = { k , d , mm , kd , etc. , and also ...
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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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