Elementary applied mechanics, by T. Alexander (and A.W. Thomson). |
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... earth -Conditions of equilibrium of a mass of earth - Earth in horizontal layers loaded with its own weight , to find pres- sure against retaining wall with vertical face - Geometrical solution of same . Ex . ( Nos . 80 to 82 ) . Depth ...
... earth -Conditions of equilibrium of a mass of earth - Earth in horizontal layers loaded with its own weight , to find pres- sure against retaining wall with vertical face - Geometrical solution of same . Ex . ( Nos . 80 to 82 ) . Depth ...
Side 15
... earth or water gradually filled in behind a retaining wall , and of steam got up slowly , of water upon a floating body at rest in it , & c . , are all dead loads . The weight of a man , a cart , or a train coming suddenly upon a ...
... earth or water gradually filled in behind a retaining wall , and of steam got up slowly , of water upon a floating body at rest in it , & c . , are all dead loads . The weight of a man , a cart , or a train coming suddenly upon a ...
Side 95
... earth , built up into a mass on a horizontal plane , will only remain in equilibrium with its faces at slopes , whose inclinations to the horizontal plane are less than an angle . If the earth be heaped up till the slope is greater , it ...
... earth , built up into a mass on a horizontal plane , will only remain in equilibrium with its faces at slopes , whose inclinations to the horizontal plane are less than an angle . If the earth be heaped up till the slope is greater , it ...
Side 96
... earth , and also different values for the same earth kept at different degrees of moist- ness . Average values of p for different kinds of earth have been ascertained by experiment and observation , and are tabulated . P If two particles of ...
... earth , and also different values for the same earth kept at different degrees of moist- ness . Average values of p for different kinds of earth have been ascertained by experiment and observation , and are tabulated . P If two particles of ...
Side 97
... earth ) trans- mitted the equal and opposite forces tangential to MN with- out causing lateral compression of the earth , we could not neglect q . From this result we learn that the tendency to slip along the plane MN , due to p ...
... earth ) trans- mitted the equal and opposite forces tangential to MN with- out causing lateral compression of the earth , we could not neglect q . From this result we learn that the tendency to slip along the plane MN , due to p ...
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amount of resilience amount of stress angle of repose augmentation axis Cambridge chain component stresses cos² Crown 8vo dead load direction and intensity earth Edition ellipse elongation equal Equating equilibrium Eton College Extra fcap feet long find the intensity find the stress ft.-lbs greater greatest principal stress Hence Hooke's law horizontal inch in section instant internal stress J. P. MAHAFFY LATIN layer length live load modulus of elasticity normal component OM² Owens College pair of rectangular parallelopiped plane BB plane inclined plane of greatest planes of principal position of cc principal stresses Professor proof strain proof stress rectangular planes right angles School shearing shearing stress sin² sloping solid square inch stress on cc stretched surface tangential component tangential stress thrust total stress velocity wall weight
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