Engineering Mechanics of Materials |
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Page 231
... differential normal force acting on the element of area dA equal in magnitude to o , dA . The differential force o , dA produces a differential resisting moment dM equal to the differential force σ , dA multiplied by its moment arm v ...
... differential normal force acting on the element of area dA equal in magnitude to o , dA . The differential force o , dA produces a differential resisting moment dM equal to the differential force σ , dA multiplied by its moment arm v ...
Page 304
... differential distance dx = dx , apart on the elastic curve of Figure 6.13 ( a ) . This differential segment is located a distance x1 to the left of point B , which has been chosen as the origin for the variable x1 . Consider the ...
... differential distance dx = dx , apart on the elastic curve of Figure 6.13 ( a ) . This differential segment is located a distance x1 to the left of point B , which has been chosen as the origin for the variable x1 . Consider the ...
Page 585
... differential area on which the stress t , is a constant and write the equation for the differential force acting on this area : dF = τ , 2πρ άρ ( 12.6 ) Multiplication of this differential force by the moment arm yields an expression ...
... differential area on which the stress t , is a constant and write the equation for the differential force acting on this area : dF = τ , 2πρ άρ ( 12.6 ) Multiplication of this differential force by the moment arm yields an expression ...
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