New Constructions in Graphical Statics |
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Page 54
... hoop tension or compression along any of the conical rings into which the dome may be supposed to be divided by a series of horizontal planes . Let the height ab of the dome be divided into any number of parts , which we have in this ...
... hoop tension or compression along any of the conical rings into which the dome may be supposed to be divided by a series of horizontal planes . Let the height ab of the dome be divided into any number of parts , which we have in this ...
Page 55
... hoop compres- sion which vanishes at that distance from Now the weight of the lune aa , is sus- a , while all parts of the dome below tained by a horizontal thrust which is this are subjected to hoop tension . This the resultant of the ...
... hoop compres- sion which vanishes at that distance from Now the weight of the lune aa , is sus- a , while all parts of the dome below tained by a horizontal thrust which is this are subjected to hoop tension . This the resultant of the ...
Page 56
... hoop tension ; because if p is the intensity of radial pressure , arp is the total pressure against a quadrant and rp , as previously stated , is the hoop tension . The ratio of these is 7 , and by this we must divide the total radial ...
... hoop tension ; because if p is the intensity of radial pressure , arp is the total pressure against a quadrant and rp , as previously stated , is the hoop tension . The ratio of these is 7 , and by this we must divide the total radial ...
Page 57
... hoop tension which is develop- ed . The upper part of the dome will be then carried by the parts of the lunes below this point by their united action as a series of masonry arches standing side by side . • 92 , 9 ,, etc. by horizontals ...
... hoop tension which is develop- ed . The upper part of the dome will be then carried by the parts of the lunes below this point by their united action as a series of masonry arches standing side by side . • 92 , 9 ,, etc. by horizontals ...
Page 59
... hoop to be at 51 ° 49 ' , then the curve e should , below that point , be made to pass through the points f , and ƒ , from The dome of St. Paul's , London , is one which it is seen that the dome may be which has excited much adverse ...
... hoop to be at 51 ° 49 ' , then the curve e should , below that point , be made to pass through the points f , and ƒ , from The dome of St. Paul's , London , is one which it is seen that the dome may be which has excited much adverse ...
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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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