Elementary applied mechanics, by T. Alexander (and A.W. Thomson). |
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Side 11
... elongation length strain . ... elongation strain length = 000512 × 50 0256 feet or of an inch . 80 17. An iron wire 600 yds . long and MODULUS OF ELASTICITY . 11.
... elongation length strain . ... elongation strain length = 000512 × 50 0256 feet or of an inch . 80 17. An iron wire 600 yds . long and MODULUS OF ELASTICITY . 11.
Side 12
... elongation 1.44 ft . = 18. Modulus of elasticity of copper is 17,000,000 ; what weight ought to stretch a copper thread , of 12 inches in length and 004 inches in sectional area , th part of an inch . If after the removal of the weight ...
... elongation 1.44 ft . = 18. Modulus of elasticity of copper is 17,000,000 ; what weight ought to stretch a copper thread , of 12 inches in length and 004 inches in sectional area , th part of an inch . If after the removal of the weight ...
Side 14
... elongation , its average value will equal half of its full value . For example , if a stress of 30,000 lbs . be applied to a rod and produce a strain of inch , it will do 30000 × 11,250 inch lbs . of work which will be stored up as ...
... elongation , its average value will equal half of its full value . For example , if a stress of 30,000 lbs . be applied to a rod and produce a strain of inch , it will do 30000 × 11,250 inch lbs . of work which will be stored up as ...
Side 16
... elongation , E being 29,000,000 . dead load 2000 lbs . live load - 1680 lbs . , equivalent to a dead load of 3360 ... elongation = length .. elongation = length x strain = 20 × 00024600492 ft . = '06 in . 23. A vertical wrought iron rod ...
... elongation , E being 29,000,000 . dead load 2000 lbs . live load - 1680 lbs . , equivalent to a dead load of 3360 ... elongation = length .. elongation = length x strain = 20 × 00024600492 ft . = '06 in . 23. A vertical wrought iron rod ...
Side 18
... elongation . At lowest point gross load -- 8,960 lbs . , 8,960 , stress * 62 8,960 strain - 62 × 30,000,000 = · 00048 ; while strain at highest point is 0005 . .. average strain = ' 000495 . elongation 00049 x 200098 ft . = 1.176 in ...
... elongation . At lowest point gross load -- 8,960 lbs . , 8,960 , stress * 62 8,960 strain - 62 × 30,000,000 = · 00048 ; while strain at highest point is 0005 . .. average strain = ' 000495 . elongation 00049 x 200098 ft . = 1.176 in ...
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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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