Engineering Mechanics of Materials |
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Page 539
... strength bolt . Increased shear strength of the A490 bolt accompanies increased tensile strength of the A490 bolt when compared to the A325 bolt . A slight decrease in ductility of the A490 bolt compared to A325 bolt is evident in ...
... strength bolt . Increased shear strength of the A490 bolt accompanies increased tensile strength of the A490 bolt when compared to the A325 bolt . A slight decrease in ductility of the A490 bolt compared to A325 bolt is evident in ...
Page 731
... strength ( 103 psi ) 40 Tensile strength ( 10 psi ) 65 Impact strength , izod ( ft - lb ) 85 561 3880 43 42 71 63-96 49 60 76 85 96-130 90 36 36-72 23 982 84 68-117 66 100 105-137 16-53 130 min 3 282 76 80-152 99 130-216 5-6 Creep strength ...
... strength ( 103 psi ) 40 Tensile strength ( 10 psi ) 65 Impact strength , izod ( ft - lb ) 85 561 3880 43 42 71 63-96 49 60 76 85 96-130 90 36 36-72 23 982 84 68-117 66 100 105-137 16-53 130 min 3 282 76 80-152 99 130-216 5-6 Creep strength ...
Page 734
... strength ( 103 psi ) Tensile strength ( 103 psi ) Impact strength , Charpy ( ft - lb ) Fatigue endurance limit ( 103 psi ) Creep strength , 0 1 % in 100 hr 222 23 28-44 22-39 21-32 34 38-53 34-50 33-42 20 32 32 14 16-23 15-18 16-24 3-4 ...
... strength ( 103 psi ) Tensile strength ( 103 psi ) Impact strength , Charpy ( ft - lb ) Fatigue endurance limit ( 103 psi ) Creep strength , 0 1 % in 100 hr 222 23 28-44 22-39 21-32 34 38-53 34-50 33-42 20 32 32 14 16-23 15-18 16-24 3-4 ...
Contents
Internal Forces in Members | 1 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
Copyright | |
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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