Strength of Materials |
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Page 13
... equilibrium under these stresses alone because on the left face generates a downward force and a counterclockwise moment . The downward force caused by t is balanced if a shear stress of the same magnitude acts upward on the right face ...
... equilibrium under these stresses alone because on the left face generates a downward force and a counterclockwise moment . The downward force caused by t is balanced if a shear stress of the same magnitude acts upward on the right face ...
Page 144
... equilibrium requirements . If the whole member is in equi- librium , any part of it is also in equilibrium , assuming that the member is rigid . A partial free - body diagram of the right part of the ski is drawn in Fig . 6-2b . The ...
... equilibrium requirements . If the whole member is in equi- librium , any part of it is also in equilibrium , assuming that the member is rigid . A partial free - body diagram of the right part of the ski is drawn in Fig . 6-2b . The ...
Page 402
... equilibrium , it is in equilibrium ( stationary or moving at constant velocity ) in any view of it . Naturally , a body may be in equilib- rium in one direction and not in another , for example , an object falling vertically . Equilibrium ...
... equilibrium , it is in equilibrium ( stationary or moving at constant velocity ) in any view of it . Naturally , a body may be in equilib- rium in one direction and not in another , for example , an object falling vertically . Equilibrium ...
Contents
INTRODUCTION | 1 |
2 | 36 |
MECHANICAL PROPERTIES OF MATERIALS | 73 |
Copyright | |
13 other sections not shown
Common terms and phrases
angle applied Assume axial beam bending brittle buckling calculated caused cm² column compressive stress concrete Consider constant crack cross section cross-sectional area curvature cyclic cylindrical deflection Determine diameter ductile elastic strain element elongation equations equilibrium EXAMPLE extensometer external load factors of safety failure fatigue fibers fracture free-body diagram ft-lb given GPa Fig implant in² increase lb/ft magnitude maximum shear stress maximum stress metal minimum modulus Mohr's circle neutral axis normal stress notch plane plastic deformation plate plot pole pressure Prob problems R₁ radius residual stresses shaft shear force shear strain shear strength shown in Fig Solution specimen steel strain gages strength of materials stress distribution stress-strain curve temperature tensile stress tension thickness Tmax torque torsion tube versus vertical weld wire yield strength zero