Mechanics of Materials |
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Page 138
... aluminum post shown in Fig . 4-13a is reinforced with a brass core . If it supports a resultant axial compressive load of P = 9 kip , deter- mine the average normal stress in the aluminum and the brass . Take Eal = 10 ( 103 ) ksi and ...
... aluminum post shown in Fig . 4-13a is reinforced with a brass core . If it supports a resultant axial compressive load of P = 9 kip , deter- mine the average normal stress in the aluminum and the brass . Take Eal = 10 ( 103 ) ksi and ...
Page 155
... aluminum rod has a diameter of 0.5 in . and is lightly attached to the rigid supports at A and B when T1 70 ° F . Determine the force P that must be applied to the collar so that , when T = 0 ° F , the reaction at B is zero . * 4-84 ...
... aluminum rod has a diameter of 0.5 in . and is lightly attached to the rigid supports at A and B when T1 70 ° F . Determine the force P that must be applied to the collar so that , when T = 0 ° F , the reaction at B is zero . * 4-84 ...
Page 700
... aluminum . Assume that the ends are fixed - connected . 13-98 . The tube is 0.25 in . thick , is made from aluminum alloy 2014 - T6 , and is fixed at its bottom and pinned at its top . Deter- mine the largest axial load that it can ...
... aluminum . Assume that the ends are fixed - connected . 13-98 . The tube is 0.25 in . thick , is made from aluminum alloy 2014 - T6 , and is fixed at its bottom and pinned at its top . Deter- mine the largest axial load that it can ...
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