Engineering Mechanics of Materials |
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Page 337
... rotation at point A in terms of P , L , E , and I , by applying Castig- liano's second theorem . 6.59 Refer to Figure H6.45 and use Castigliano's second theorem to find the rotation at point A of this beam in terms of MA , L , E , and I ...
... rotation at point A in terms of P , L , E , and I , by applying Castig- liano's second theorem . 6.59 Refer to Figure H6.45 and use Castigliano's second theorem to find the rotation at point A of this beam in terms of MA , L , E , and I ...
Page 499
... rotation of 5.00 x 10-4 rad / in . Select the inside diameter equal to 0.6 of the outside diameter . This diametral ratio will assure that local buckling is not critical in this case and that shearing stress or rotation per unit length ...
... rotation of 5.00 x 10-4 rad / in . Select the inside diameter equal to 0.6 of the outside diameter . This diametral ratio will assure that local buckling is not critical in this case and that shearing stress or rotation per unit length ...
Page 501
... rotation angle of this shaft : TL 0 = = JG 30,560 ( 4 ) ( π / 32 ) ( 0.1305 ) * ( 77.5 × 109 ) = · 0.0554 or 3.17 ° Since 3.17 ° 5.00 ° , the shaft has satisfactory rotation characteristics . Choose : D = 0.1305 m Practical ...
... rotation angle of this shaft : TL 0 = = JG 30,560 ( 4 ) ( π / 32 ) ( 0.1305 ) * ( 77.5 × 109 ) = · 0.0554 or 3.17 ° Since 3.17 ° 5.00 ° , the shaft has satisfactory rotation characteristics . Choose : D = 0.1305 m Practical ...
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