Mechanics of Materials |
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Page 115
... bolt is 800 lb , determine the normal strain in the bolts . Each bolt has a diameter of in . If σ = 40 ksi and E ,, = 29 ( 103 ) ksi , what is the strain in each bolt when the nut is unscrewed so that the clamping force is released ? H ...
... bolt is 800 lb , determine the normal strain in the bolts . Each bolt has a diameter of in . If σ = 40 ksi and E ,, = 29 ( 103 ) ksi , what is the strain in each bolt when the nut is unscrewed so that the clamping force is released ? H ...
Page 140
... bolt shown in Fig . 4-15a is made of 2014 - T6 aluminum alloy and is tightened so it compresses a cylindrical spool made of Am 1004 - T61 magnesium alloy . The spool has an outer radius of in . and it is assumed that both the inner ...
... bolt shown in Fig . 4-15a is made of 2014 - T6 aluminum alloy and is tightened so it compresses a cylindrical spool made of Am 1004 - T61 magnesium alloy . The spool has an outer radius of in . and it is assumed that both the inner ...
Page 744
... bolt is required to absorb the energy of a 2 - kg mass that falls h 30 mm . If the bolt has a diameter of 4 mm , determine its required length L so the stress in the bolt does not exceed 150 MPa . 14-46 . The collar has a mass of 5 kg ...
... bolt is required to absorb the energy of a 2 - kg mass that falls h 30 mm . If the bolt has a diameter of 4 mm , determine its required length L so the stress in the bolt does not exceed 150 MPa . 14-46 . The collar has a mass of 5 kg ...
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