Engineering Mechanics of Materials |
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Page 231
... axis of inertia ) becomes the neutral axis for the section . In this case the fibers of the beam above the neutral axis are extended and those below the neutral axis are shortened . Thus the stress distribution over any cross section ...
... axis of inertia ) becomes the neutral axis for the section . In this case the fibers of the beam above the neutral axis are extended and those below the neutral axis are shortened . Thus the stress distribution over any cross section ...
Page 246
... neutral axis of the area contained between an edge of the cross section parallel to its neutral axis and the surface at which the shear stress is to be computed . This quantity is traditionally given the symbol Q. Making these substi ...
... neutral axis of the area contained between an edge of the cross section parallel to its neutral axis and the surface at which the shear stress is to be computed . This quantity is traditionally given the symbol Q. Making these substi ...
Page 260
... axis , the neutral axis defined by the angle ẞ is counterclockwise from the u principal axis of inertia . This neutral axis is shown properly oriented in Figure 5.18 . Fibers in the beam downward and to the right of the neutral axis are ...
... axis , the neutral axis defined by the angle ẞ is counterclockwise from the u principal axis of inertia . This neutral axis is shown properly oriented in Figure 5.18 . Fibers in the beam downward and to the right of the neutral axis are ...
Contents
T Shear and Moment at Specified Sections | 24 |
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 unit yield zero