Engineering Mechanics of Materials |
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Page 177
... twist of both segments of the shaft . 4.26 Refer to Figure H4.25 and construct the torque diagram using a longitudinal coordinate with an origin at A. Compute the maximum shearing stress and the static angles of twist for both segments ...
... twist of both segments of the shaft . 4.26 Refer to Figure H4.25 and construct the torque diagram using a longitudinal coordinate with an origin at A. Compute the maximum shearing stress and the static angles of twist for both segments ...
Page 179
... twist of A with respect to B as viewed by an observer looking from A toward B and the angle of twist of C with respect to B as viewed by an observer looking from C toward B. 4.34 Refer to Figure H4.33 and determine the maxi- mum ...
... twist of A with respect to B as viewed by an observer looking from A toward B and the angle of twist of C with respect to B as viewed by an observer looking from C toward B. 4.34 Refer to Figure H4.33 and determine the maxi- mum ...
Page 208
... Twist Torque Angle of Twist 53.48 0.80 171.0 16.0 66.85 1.00 174.0 18.0 ( N - m ) ( deg ) ( N - m ) ( deg ) 80.22 1.20 176.0 20.0 93.58 1.40 177.0 22.0 0 . 0.00 37,280 . 20.0 106.9 1.60 178.0 24.0 7,100 . 0.40 39,540 . 30.0 125.0 1.87 ...
... Twist Torque Angle of Twist 53.48 0.80 171.0 16.0 66.85 1.00 174.0 18.0 ( N - m ) ( deg ) ( N - m ) ( deg ) 80.22 1.20 176.0 20.0 93.58 1.40 177.0 22.0 0 . 0.00 37,280 . 20.0 106.9 1.60 178.0 24.0 7,100 . 0.40 39,540 . 30.0 125.0 1.87 ...
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 components 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 segment 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