Elementary applied mechanics, by T. Alexander (and A.W. Thomson). |
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Side 1
Thomas Alexander (civil engineer.) ELEMENTARY APPLIED MECHANICS . STRESS . ELASTICITY is a property of ... stress directly acts , equilibrium is main- tained between that external ... amount and direction by the single forces A , B , and C.
Thomas Alexander (civil engineer.) ELEMENTARY APPLIED MECHANICS . STRESS . ELASTICITY is a property of ... stress directly acts , equilibrium is main- tained between that external ... amount and direction by the single forces A , B , and C.
Side 2
... stress on the plane mn and know the amount of it in one direction . Had we been considering the equilibrium of the other part of the solid , the stresses on mn would have been acting on the other sur- face as t1 , to , t , ... in ...
... stress on the plane mn and know the amount of it in one direction . Had we been considering the equilibrium of the other part of the solid , the stresses on mn would have been acting on the other sur- face as t1 , to , t , ... in ...
Side 5
... stress of this same intensity at all points of one such section , but also ... amount of strain . The measure of the strain is the ratio of the ... amount of strain in feet equals the length in feet multiplied by the strain . If the ...
... stress of this same intensity at all points of one such section , but also ... amount of strain . The measure of the strain is the ratio of the ... amount of strain in feet equals the length in feet multiplied by the strain . If the ...
Side 12
... stress strain = 20,000 lbs . per sq . in . , = ' 0008 , elongation 1.44 ft . = 18. Modulus of elasticity of copper ... amount of strain • 256 in . 21. A glass thread is 100th of a sq . inch in sectional area , and 15 inches long . What weight ...
... stress strain = 20,000 lbs . per sq . in . , = ' 0008 , elongation 1.44 ft . = 18. Modulus of elasticity of copper ... amount of strain • 256 in . 21. A glass thread is 100th of a sq . inch in sectional area , and 15 inches long . What weight ...
Side 13
... value of the stress on the rod when forcibly kept strained . In fact an actual weight of 32,000 lbs . is capable of producing greater strains on the rod in question ; depending upon how it is applied to the rod as yet unstrained . The ...
... value of the stress on the rod when forcibly kept strained . In fact an actual weight of 32,000 lbs . is capable of producing greater strains on the rod in question ; depending upon how it is applied to the rod as yet unstrained . The ...
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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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