Elements of Natural Philosophy, Volume 1 |
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Page 221
... stress within our conditional limits ( § 605 ) the wire be subjected . The elongation or contraction produced by the neglected resultant force , if this is in such a direction as to produce any , will cause the line of rigorously no ...
... stress within our conditional limits ( § 605 ) the wire be subjected . The elongation or contraction produced by the neglected resultant force , if this is in such a direction as to produce any , will cause the line of rigorously no ...
Page 225
... stress ; let us suppose one end to be held fixed in a given direction , and no other force from without to influence it except that of a rigid frame attached to its other end acted on by a force , R , in a given line , AB , and a couple ...
... stress ; let us suppose one end to be held fixed in a given direction , and no other force from without to influence it except that of a rigid frame attached to its other end acted on by a force , R , in a given line , AB , and a couple ...
Page 230
... stress , offers , when bent and twisted in any manner whatever , not the slightest resistance to being turned round its elastic central curve , as its conditions of equilibrium are in no way affected by turning the whole wire thus ...
... stress , offers , when bent and twisted in any manner whatever , not the slightest resistance to being turned round its elastic central curve , as its conditions of equilibrium are in no way affected by turning the whole wire thus ...
Page 232
... stress : P , Q , R the normal components of the forces on these planes ; and S , T , U the tangential components ... stress in a solid , a quadratic surface may always be determined , which shall represent the stress graphically in the ...
... stress : P , Q , R the normal components of the forces on these planes ; and S , T , U the tangential components ... stress in a solid , a quadratic surface may always be determined , which shall represent the stress graphically in the ...
Page 233
... stress whatever there are three determinate planes at right angles to one another such that the force acting in the solid across each of them is precisely perpendicular to it . These planes are called the principal or normal planes of ...
... stress whatever there are three determinate planes at right angles to one another such that the force acting in the solid across each of them is precisely perpendicular to it . These planes are called the principal or normal planes of ...
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Common terms and phrases
acceleration action amount angular velocity anticlastic attraction axis called centimetre centre of gravity centre of inertia circle circular co-ordinates component configuration consider constant cosine couple curvature curve cylinder denote density described diagram displacement distance ellipse ellipsoid elongation equal equations equilibrium external point finite fixed point flexure fluid forces acting friction geometrical given force Hence hodograph horizontal infinitely small instant inversely kinetic energy length magnitude mass matter measured moment of inertia momentum moving normal section P₁ P₂ parallel parallelogram of forces particle path pendulum perpendicular plane perpendicular portion position potential pressure principal axes principle produce projection proportional quantity radius radius of gyration reckoned rectangular right angles rigid body rotation round shear shell sides simple harmonic motion solid angle space spherical surface spiral square straight line strain stress suppose tangent theorem theory tion torsion uniform unit vertical whole wire