Mechanics of Materials |
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Page 14
... computed forces FBA and FBD . Free - Body Diagrams . Using the computed reaction at A , the left section AG of the beam is shown in Fig . 1-7d . Equations of Equilibrium . Applying the equations of equilibrium to seg- ment AG , since it ...
... computed forces FBA and FBD . Free - Body Diagrams . Using the computed reaction at A , the left section AG of the beam is shown in Fig . 1-7d . Equations of Equilibrium . Applying the equations of equilibrium to seg- ment AG , since it ...
Page 123
... computed , it means that end A will move away from end D ( the bar elongates ) , whereas a negative result would indicate that end A moves toward end D ( the bar shortens ) . The double subscript notation is used to indicate this ...
... computed , it means that end A will move away from end D ( the bar elongates ) , whereas a negative result would indicate that end A moves toward end D ( the bar shortens ) . The double subscript notation is used to indicate this ...
Page 292
... computed about the neutral axis . We symbolize its value as I. Hence , Eq . 6-11 can be solved for max and written ... computed about the neutral axis of the cross section I = the moment of inertia of the cross - sectional area computed ...
... computed about the neutral axis . We symbolize its value as I. Hence , Eq . 6-11 can be solved for max and written ... computed about the neutral axis of the cross section I = the moment of inertia of the cross - sectional area computed ...
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