Mechanics of Materials |
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Page 304
... 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 bending stress in the beam . 1.5 kip / ft A B Fi 8 ft A 12 ...
... 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 bending stress in the beam . 1.5 kip / ft A B Fi 8 ft A 12 ...
Page 348
... bending stress for the material is allow = 180 MPa . 6-147 . The symmetric notched plate is subjected to bending . If the radius of each notch is r = 10 mm and the applied moment is M = 2 kNm , determine the maximum bending stress in ...
... bending stress for the material is allow = 180 MPa . 6-147 . The symmetric notched plate is subjected to bending . If the radius of each notch is r = 10 mm and the applied moment is M = 2 kNm , determine the maximum bending stress in ...
Page 745
... maximum axial stress developed in the bar if the 10 - kg collar is dropped from a height of h = 100 mm . 14-49 . The ... bending stress developed in the board . The board has a thickness of 1.5 in . and width of 1.5 ft . Ew 1.8 ( 103 ) ...
... maximum axial stress developed in the bar if the 10 - kg collar is dropped from a height of h = 100 mm . 14-49 . The ... bending stress developed in the board . The board has a thickness of 1.5 in . and width of 1.5 ft . Ew 1.8 ( 103 ) ...
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