Mechanics of Materials |
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Page 41
... compressive force of 600 lb. Determine the average compressive stress along the areas of contact defined by AB and BC , and the average shear stress along the horizontal plane defined by EDB . 600 lb 4 5 3 4 SOLUTION 1 in . 1.5 in . -2 ...
... compressive force of 600 lb. Determine the average compressive stress along the areas of contact defined by AB and BC , and the average shear stress along the horizontal plane defined by EDB . 600 lb 4 5 3 4 SOLUTION 1 in . 1.5 in . -2 ...
Page 47
... compressive force of 15 kN . Determine the compressive stress in the column at z = 1 m , 2 m , and 3 m . Note : The result will be useful only for finding the average compressive stress at a section removed from the ends of the column ...
... compressive force of 15 kN . Determine the compressive stress in the column at z = 1 m , 2 m , and 3 m . Note : The result will be useful only for finding the average compressive stress at a section removed from the ends of the column ...
Page 435
... compressive . This is sometimes referred to as the " middle - third rule . " It is obviously important to keep this ... compressive stress there . Hence , the small- est compressive stress will occur at point A , for which x = -b / 2 and ...
... compressive . This is sometimes referred to as the " middle - third rule . " It is obviously important to keep this ... compressive stress there . Hence , the small- est compressive stress will occur at point A , for which x = -b / 2 and ...
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 in² 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