Elementary applied mechanics, by T. Alexander (and A.W. Thomson). |
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Resultat 1-5 av 13
Side 1
... surface and the components parallel to it , of stresses which the cut surface of the remaining part exerts on its cut surface . Let MONQP be a solid in equilibrium under the action of the three external uniform stresses acting on planes ...
... surface and the components parallel to it , of stresses which the cut surface of the remaining part exerts on its cut surface . Let MONQP be a solid in equilibrium under the action of the three external uniform stresses acting on planes ...
Side 2
... surface of MN mn by the cut surface of the other part . s is the sum of their components parallel to the direction of A , acting through P , the centre of pressure . Because there is equilibrium , s is equal and opposite to A ; and they ...
... surface of MN mn by the cut surface of the other part . s is the sum of their components parallel to the direction of A , acting through P , the centre of pressure . Because there is equilibrium , s is equal and opposite to A ; and they ...
Side 3
... surfaces of the upper and under parts of the solid ; but mn may be considered to be a thin layer of the solid with 83 and t acting on its under and upper surfaces . It must be , m H n HHACH 的 Fig . 4 . SSSS Fig . 5 . however ...
... surfaces of the upper and under parts of the solid ; but mn may be considered to be a thin layer of the solid with 83 and t acting on its under and upper surfaces . It must be , m H n HHACH 的 Fig . 4 . SSSS Fig . 5 . however ...
Side 45
... surface : but at the outset we do not regard those external stresses . Upon any plane passing through a point within the solid , the stress at that point is definite in intensity and direction ; for if along that plane the solid were ...
... surface : but at the outset we do not regard those external stresses . Upon any plane passing through a point within the solid , the stress at that point is definite in intensity and direction ; for if along that plane the solid were ...
Side 95
... surface soil , which is in a compressed state , may be cut away , leaving banks with slopes much greater than p . These banks will only remain in equilibrium for a time . Slips will occur till ultimately the slopes are not greater than ...
... surface soil , which is in a compressed state , may be cut away , leaving banks with slopes much greater than p . These banks will only remain in equilibrium for a time . Slips will occur till ultimately the slopes are not greater than ...
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Vanlige uttrykk og setninger
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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