Engineering Mechanics of Materials |
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Page 211
... moments of inertia with respect to the x and y axes , respectively . Thus , by definition , the moment of inertia of an area with respect to a given axis requires that an element of area dA be multiplied by the square of its distance ...
... moments of inertia with respect to the x and y axes , respectively . Thus , by definition , the moment of inertia of an area with respect to a given axis requires that an element of area dA be multiplied by the square of its distance ...
Page 215
... inertia will be illustrated in Example 5.2 . It is desirable at this point to review briefly the question of determining moments and products of inertia of composite areas . If the moment of inertia of a composite area with respect to a ...
... inertia will be illustrated in Example 5.2 . It is desirable at this point to review briefly the question of determining moments and products of inertia of composite areas . If the moment of inertia of a composite area with respect to a ...
Page 218
... inertia . The second principal centroidal axis of inertia is perpendicular to the first and it is , obviously , not an axis of symmetry . If it is assumed that b < h , then the moment of inertia with respect to the horizontal principal ...
... inertia . The second principal centroidal axis of inertia is perpendicular to the first and it is , obviously , not an axis of symmetry . If it is assumed that b < h , then the moment of inertia with respect to the horizontal principal ...
Contents
Internal Forces in Members | 1 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
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acting allowable angle of twist applied Assume axes axis beam bending cantilever centroidal circle column components compressive Compute Consider constant construct coordinate cross section curve deflection deformation depicted in Figure Determine developed diameter direction discussed elastic element energy equal equation equilibrium Example expressed factor failure flexural force free-body diagram function given inertia joint length limit load material maximum shear stress method modulus moment moments neutral axis normal stress Note obtained plane plot positive principal stresses Problem properties quantity ratio reactions Refer to Figure relation represents resist respect rotation segment shaft shown in Figure slope Solution Solve static steel strain strength structural subjected Substitution supported surface tensile tension theory tion torque torsional unit vertical yield zero