Mechanics of Materials |
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Page 27
... sectional area , Fig . 1-14d . Since each area AA on the cross section is subjected to a force AF = σ △ A , then the sum of these forces acting over the entire cross - sectional area must be equivalent to the internal force resultant P ...
... sectional area , Fig . 1-14d . Since each area AA on the cross section is subjected to a force AF = σ △ A , then the sum of these forces acting over the entire cross - sectional area must be equivalent to the internal force resultant P ...
Page 144
... sectional area of AB if the load is to be shared equally between both wires . Wire AC has a cross - sectional area of 0.02 in2 and the modulus of elasticity for both wires is Est = 29 ( 103 ) ksi . Prob . 4-48 = 4-49 . The rigid link is ...
... sectional area of AB if the load is to be shared equally between both wires . Wire AC has a cross - sectional area of 0.02 in2 and the modulus of elasticity for both wires is Est = 29 ( 103 ) ksi . Prob . 4-48 = 4-49 . The rigid link is ...
Page 796
... sectional area and then determine the moments of inertia I , and * A - 12 . Determine the location ( x , y ) of the channel's cross- sectional area and then determine the product of inertia Ï ' with respect to the x ' and y ' axes . y ...
... sectional area and then determine the moments of inertia I , and * A - 12 . Determine the location ( x , y ) of the channel's cross- sectional area and then determine the product of inertia Ï ' with respect to the x ' and y ' axes . y ...
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