Engineering Mechanics of Materials |
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Page 473
... Solve Problem 9.32 by the method of superposition . 9.43 Solve Problem 9.33 by the method of superposition . 9.44 Solve Problem 9.34 by the method of superposition . 9.45 Solve Problem 9.35 by the method of superposition . 9.46 Solve ...
... Solve Problem 9.32 by the method of superposition . 9.43 Solve Problem 9.33 by the method of superposition . 9.44 Solve Problem 9.34 by the method of superposition . 9.45 Solve Problem 9.35 by the method of superposition . 9.46 Solve ...
Page 481
... Solve Problem 9.32 by the area - moment method . 9.55 Solve Problem 9.33 by the area - moment method . 9.56 Solve Problem 9.34 by the area - moment method . 9.57 Solve Problem 9.35 by the area - moment method . 9.58 Solve Problem 9.36 ...
... Solve Problem 9.32 by the area - moment method . 9.55 Solve Problem 9.33 by the area - moment method . 9.56 Solve Problem 9.34 by the area - moment method . 9.57 Solve Problem 9.35 by the area - moment method . 9.58 Solve Problem 9.36 ...
Page 486
... Solve Problem 9.32 by Castigliano's second theorem . 9.70 Solve Problem 9.33 by Castigliano's second theorem . 9.71 Solve Problem 9.34 by Castigliano's second theorem . 9.72 Solve Problem 9.35 by Castigliano's second theorem . 9.73 ...
... Solve Problem 9.32 by Castigliano's second theorem . 9.70 Solve Problem 9.33 by Castigliano's second theorem . 9.71 Solve Problem 9.34 by Castigliano's second theorem . 9.72 Solve Problem 9.35 by Castigliano's second theorem . 9.73 ...
Contents
T Shear and Moment at Specified Sections | 24 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
Copyright | |
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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