Mechanics of Materials |
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Page 304
... Determine the bending stress at points A and B. 6-69 . If the beam in Prob . 6-16 has a rectangular cross section with a base of 4 in . and a height of 8 in . , determine the absolute maximum ... determine the absolute maximum bending stress ...
... Determine the bending stress at points A and B. 6-69 . If the beam in Prob . 6-16 has a rectangular cross section with a base of 4 in . and a height of 8 in . , determine the absolute maximum ... determine the absolute maximum bending stress ...
Page 745
... Determine the maximum axial stress developed in the bar if the 10 - kg collar is dropped from a height of h = 100 mm . 14-49 . The composite aluminum 2014 - T6 bar is made from two segments having diameters of 7.5 mm and 15 mm . Determine ...
... Determine the maximum axial stress developed in the bar if the 10 - kg collar is dropped from a height of h = 100 mm . 14-49 . The composite aluminum 2014 - T6 bar is made from two segments having diameters of 7.5 mm and 15 mm . Determine ...
Page 746
... Determine the maximum bending stress developed in the beam . 14-61 . The 100 - lb block is falling at 2 ft / s when it is 3 ft above the spring . Determine the maximum deflection of the A - 36 steel W 10 × 12 beam and the maximum ...
... Determine the maximum bending stress developed in the beam . 14-61 . The 100 - lb block is falling at 2 ft / s when it is 3 ft above the spring . Determine the maximum deflection of the A - 36 steel W 10 × 12 beam and the maximum ...
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