Engineering Mechanics of Materials |
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Page 87
... deformation of line element OB along the n direction . This deformation will be denoted by 8 , and is obviously the composite effect of three different deformations : one in the x direction produced by the strain & ,, a second in the y ...
... deformation of line element OB along the n direction . This deformation will be denoted by 8 , and is obviously the composite effect of three different deformations : one in the x direction produced by the strain & ,, a second in the y ...
Page 126
... Deformation due to Axial Forces x Longitudinal or normal strain was defined in Section 2.7 as unit deformation or change in length per unit of length . For a prismatic bar such as the one shown in Figure 3.1 ( a ) , the strain & along ...
... Deformation due to Axial Forces x Longitudinal or normal strain was defined in Section 2.7 as unit deformation or change in length per unit of length . For a prismatic bar such as the one shown in Figure 3.1 ( a ) , the strain & along ...
Page 654
... deformations to the geometry of the cylinder and the pressures p , and p2 . Geometrically , the circumfer- ential deformation 8 , is related to the radial deformation 8 , by the equation 8 , 2ะปรด ,. Also , from the relation between ...
... deformations to the geometry of the cylinder and the pressures p , and p2 . Geometrically , the circumfer- ential deformation 8 , is related to the radial deformation 8 , by the equation 8 , 2ะปรด ,. Also , from the relation between ...
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