Engineering Mechanics of Materials |
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Page 163
... shaft of Figure H4.7 . Plot the variation of torque versus a longitudinal coordinate measured along the axis of the shaft . Compute the maximum shearing stress in this shaft . measured along the axis of the shaft . Calculate the maximum ...
... shaft of Figure H4.7 . Plot the variation of torque versus a longitudinal coordinate measured along the axis of the shaft . Compute the maximum shearing stress in this shaft . measured along the axis of the shaft . Calculate the maximum ...
Page 169
... shaft depicted in Figure H4.2 and construct Mohr's circle for stress for an element taken from the shaft surface . State maxi- mum and minimum normal stresses for this element of segment AB and sketch the planes on which these stresses ...
... shaft depicted in Figure H4.2 and construct Mohr's circle for stress for an element taken from the shaft surface . State maxi- mum and minimum normal stresses for this element of segment AB and sketch the planes on which these stresses ...
Page 188
... shaft and the angle of twist of the shaft . Refer to Figure 4.16 for appropriate equations . Use G = 75 GPa . 4.38 The cross section of a shaft is equilateral trian- gular with each side a = 3 in . and a length of 6 ft . If a torque of ...
... shaft and the angle of twist of the shaft . Refer to Figure 4.16 for appropriate equations . Use G = 75 GPa . 4.38 The cross section of a shaft is equilateral trian- gular with each side a = 3 in . and a length of 6 ft . If a torque of ...
Contents
Internal Forces in Members | 1 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
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absolute maximum shear aluminum angle of twist applied Assume axes axial force axially loaded beam shown bending C₁ cantilever beam Castigliano's second theorem column compressive Compute coordinate cross section cross-sectional area cylinder deflection deformation depicted in Figure Determine diameter elastic curve equal equation equilibrium Example factor of safety flexural stress free-body diagram Homework Problems k-ft k-in kN-m length M₁ material maximum shear stress MN/m² modulus of elasticity Mohr's circle moment of inertia neutral axis normal stress obtained perpendicular plane stress plot principal centroidal axis principal stresses r₁ ratio Refer to Figure respect rotation section a-a shaft shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress at point stress condition stress element T₁ tensile tension Tmax torque torsional V₁ yield strength yield stress zero σ₁