Mechanics of Materials |
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Page 68
... length of AB and AC and the angle will be different from the curved length of A'B ' and A'C ' and the angle ' . In other words , the difference between the lengths and relative orientations of the two lines in the body is a consequence ...
... length of AB and AC and the angle will be different from the curved length of A'B ' and A'C ' and the angle ' . In other words , the difference between the lengths and relative orientations of the two lines in the body is a consequence ...
Page 101
... length of 2 in . is given in the figure . If the specimen is loaded until it is stressed to 70 ksi , deter- mine the approximate amount of elastic recovery and the increase in the guage length after it is unloaded . 3-9 . The stress ...
... length of 2 in . is given in the figure . If the specimen is loaded until it is stressed to 70 ksi , deter- mine the approximate amount of elastic recovery and the increase in the guage length after it is unloaded . 3-9 . The stress ...
Page 120
... length L. The bar is subjected to concentrated loads at its ends and a variable external load distributed along its length . This distributed load could , for example , represent the weight of a vertical bar , or friction forces acting ...
... length L. The bar is subjected to concentrated loads at its ends and a variable external load distributed along its length . This distributed load could , for example , represent the weight of a vertical bar , or friction forces acting ...
Common terms and phrases
allowable shear stress aluminum angle of twist Applying Eq average normal stress axes axial force axial load beam's bolt buckling caused centroid column compressive computed constant cross section cross-sectional area deflection deformation Determine the maximum diameter distributed load elastic curve element Example factor of safety free-body diagram ft Prob Hooke's law inē inertia kip/ft kN·m kN/m length linear-elastic loading shown located material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle moment of inertia neutral axis normal strain plane stress plastic principal stresses radius reactions sectional area segment shaft shear flow shear force shear strain shown in Fig SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress at points stress components stress distribution stress-strain diagram thickness Tmax torque torsional tube vertical yield zero ΕΙ