Engineering Mechanics of Materials |
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Page 659
... cylinder or jacket onto an inner cylinder . Initially , the inside radius of the jacket is a little smaller than the outside radius of the inner cylinder , and the jacket is expanded by heating , for easy placement on the inner cylinder ...
... cylinder or jacket onto an inner cylinder . Initially , the inside radius of the jacket is a little smaller than the outside radius of the inner cylinder , and the jacket is expanded by heating , for easy placement on the inner cylinder ...
Page 660
... cylinder and the inside radius of the jacket because their difference Ar is very small . Assume both jacket and the inner cylinder to be made of the same material . When the shrink - fitting process is completed , the interface pressure ...
... cylinder and the inside radius of the jacket because their difference Ar is very small . Assume both jacket and the inner cylinder to be made of the same material . When the shrink - fitting process is completed , the interface pressure ...
Page 663
... cylinder , and ( c ) the normal and shearing stresses in the wall of the cylinder on a plane inclined to the longitudinal axis of the cylinder through a 30 ° angle . Solution ( a ) Consider a three - dimensional stress element on the ...
... cylinder , and ( c ) the normal and shearing stresses in the wall of the cylinder on a plane inclined to the longitudinal axis of the cylinder through a 30 ° angle . Solution ( a ) Consider a three - dimensional stress element on the ...
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