Materials and Construction: A Theoretical and Practical Treatise on the Strains, Designing, and Erection of Works of ConstructionC. Lockwood and Company, 1881 - 249 páginas |
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Página 4
... given material be determined , the body ex- perimented upon being of equal dimensions throughout its length , one ... given length and sectional area under any given stress , as we have only to multiply the length by the strain per ...
... given material be determined , the body ex- perimented upon being of equal dimensions throughout its length , one ... given length and sectional area under any given stress , as we have only to multiply the length by the strain per ...
Página 4
... given material be determined , the body ex- perimented upon being of equal dimensions throughout its length , one ... given length and sectional area under any given stress , as we have only to multiply the length by the strain per ...
... given material be determined , the body ex- perimented upon being of equal dimensions throughout its length , one ... given length and sectional area under any given stress , as we have only to multiply the length by the strain per ...
Página 7
... given section , it will give way by bending or crippling , without being actually crushed ; and when it so happens the con- vex side will be in tension and the concave in compression , the same as in a beam under transverse load . As it ...
... given section , it will give way by bending or crippling , without being actually crushed ; and when it so happens the con- vex side will be in tension and the concave in compression , the same as in a beam under transverse load . As it ...
Página 13
... given angular distance shall be the same on both sides of the fulcrum or centre c . If , then , any moment be known , and one of the terms of a moment equal to it be given , then the other term can be found . Let the above system be in ...
... given angular distance shall be the same on both sides of the fulcrum or centre c . If , then , any moment be known , and one of the terms of a moment equal to it be given , then the other term can be found . Let the above system be in ...
Página 16
... given horizontal extension : thus if two points be horizontally 3 feet apart , but one is 2 feet higher than the other , the inclination will be 2 to 3. These quantities being known , the distance between the points , and therefore the ...
... given horizontal extension : thus if two points be horizontally 3 feet apart , but one is 2 feet higher than the other , the inclination will be 2 to 3. These quantities being known , the distance between the points , and therefore the ...
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Términos y frases comunes
abutment acting angle irons angle of repose arch beam bolts bottom flange bracing bridge calculated carried cast iron centre of gravity cloth boards column complete the parallelogram compression cross girders crown cubic foot curve deflection depth determined diagonal diameter direction distance distributing girder Edition Engineer equal factor of safety feet force formula friction hence Illustrations inch thick inclined bar joint length lineal foot load main girder masonry material maximum strain modulus of elasticity molecules multiplied neutral axis numerous parallelogram of forces pier plates practical pressure radius ratio right angles rivet area rivet holes rivets road girder SCOTT BURN sectional area sectional square inch shearing shearing strain side span strength stress structure surface taken tensile tension timber tion top flange Treatise triangle voussoir weight wrought iron
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