Engineering Mechanics of Materials |
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Page 209
... Determine the T - 0 plot to scale ( angle of twist measurements were terminated at 0 = 30 ° ) . ( b ) Determine the shearing modulus of elasticity . ( c ) Plot the linear portion of the shearing stress- strain curve . ( d ) Determine ...
... Determine the T - 0 plot to scale ( angle of twist measurements were terminated at 0 = 30 ° ) . ( b ) Determine the shearing modulus of elasticity . ( c ) Plot the linear portion of the shearing stress- strain curve . ( d ) Determine ...
Page 338
... determine the deflection of point C in terms of w , a , E , and I , by applying Castigliano's second theorem . Replace P by wa after differentiating partially with respect to P. 6.65 Refer to case 1 of Table 6.1 and determine the center ...
... determine the deflection of point C in terms of w , a , E , and I , by applying Castigliano's second theorem . Replace P by wa after differentiating partially with respect to P. 6.65 Refer to case 1 of Table 6.1 and determine the center ...
Page 666
... determine the needed wall thickness . 14.5 The internal pressure in the thick - walled cylin- der described in Problem 14.2 is increased from atmos- pheric to 2 MPa . Determine the maximum values of Of , Or , and Oz . 14.6 A composite ...
... determine the needed wall thickness . 14.5 The internal pressure in the thick - walled cylin- der described in Problem 14.2 is increased from atmos- pheric to 2 MPa . Determine the maximum values of Of , Or , and Oz . 14.6 A composite ...
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