New Constructions in Graphical Statics |
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Page 5
... quantities and their relations , may present no such difficulties . And further , the thrust , moment , and shear due to changes of temperature , or any cause which alters the span of the arch , are , it is believed , here for the first ...
... quantities and their relations , may present no such difficulties . And further , the thrust , moment , and shear due to changes of temperature , or any cause which alters the span of the arch , are , it is believed , here for the first ...
Page 10
... quantities included in the summation . the assumption is sufficiently accurate . Let a number of points be taken at equal distances along the girder , and let the values of P , S , M , B , D be com- puted for these points by taking O at ...
... quantities included in the summation . the assumption is sufficiently accurate . Let a number of points be taken at equal distances along the girder , and let the values of P , S , M , B , D be com- puted for these points by taking O at ...
Page 22
... quantities are all the left end ordinate , and similarly aj ' measured in the same scale as that of the k'e ' . applied weights . CHAPTER IV . TEMPERATURE STRAINS . It is convenient to. 6 horizontal thrust of this arch due to the weights ...
... quantities are all the left end ordinate , and similarly aj ' measured in the same scale as that of the k'e ' . applied weights . CHAPTER IV . TEMPERATURE STRAINS . It is convenient to. 6 horizontal thrust of this arch due to the weights ...
Page 24
... quantities in the equation are laid off to the scale of distance , say one nth of the actual size . Now let the ... quantities of which ar on the type are By measurement 210 dk = 17 ft . and the tangential stresses and the quantities 210 ...
... quantities in the equation are laid off to the scale of distance , say one nth of the actual size . Now let the ... quantities of which ar on the type are By measurement 210 dk = 17 ft . and the tangential stresses and the quantities 210 ...
Page 25
... quantities agree with the dimensions of Fig . 4 , and are to be substituted instead of those given on page 24 . Let the scale of force be 100 tons to the inch , and since bd = 4 inches , 4 in . : 51.8 ft.::1 : n = 140 nearly , and EI ...
... quantities agree with the dimensions of Fig . 4 , and are to be substituted instead of those given on page 24 . Let the scale of force be 100 tons to the inch , and since bd = 4 inches , 4 in . : 51.8 ft.::1 : n = 140 nearly , and EI ...
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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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