Engineering Mechanics of Materials |
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Page 40
... zero , since the beam is free of applied forces on the cross section at its right end , E. As for AB , the moment ... zero and from V = dM / dx the slope of the moment diagram at E is zero . The curve connecting these two end slopes ...
... zero , since the beam is free of applied forces on the cross section at its right end , E. As for AB , the moment ... zero and from V = dM / dx the slope of the moment diagram at E is zero . The curve connecting these two end slopes ...
Page 347
... zero stress for the combined action of F , and M , is sometimes referred to as the neutral axis , but , in this text , to avoid confusion , the term neutral axis is reserved for bending only and the expression fiber or axis of zero ...
... zero stress for the combined action of F , and M , is sometimes referred to as the neutral axis , but , in this text , to avoid confusion , the term neutral axis is reserved for bending only and the expression fiber or axis of zero ...
Page 712
... ( zero slope at A ) ( 14.44 ) x = L v = 0 ( zero deflection at B ) ( 14.45 ) x = L v ' = 0 ( zero slope at B ) ( 14.46 ) The conditions given by Eqs . 14.43 and 14.44 substituted into Eqs . 14.41 and 14.42 reveal that both constants of ...
... ( zero slope at A ) ( 14.44 ) x = L v = 0 ( zero deflection at B ) ( 14.45 ) x = L v ' = 0 ( zero slope at B ) ( 14.46 ) The conditions given by Eqs . 14.43 and 14.44 substituted into Eqs . 14.41 and 14.42 reveal that both constants of ...
Contents
T Shear and Moment at Specified Sections | 24 |
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 longitudinal 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 force shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress condition stress element T₁ tensile tension Tmax torque torsional V₁ vertical yield strength yield stress zero