Engineering Mechanics of Materials |
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Page 415
... factor or safety • Experimental values Curve fit to data with a factor of safety Euler curve with factor of safety Le Short and intermediate length columns Long columns FIGURE 8.11 A very large number of empirical column equations have ...
... factor or safety • Experimental values Curve fit to data with a factor of safety Euler curve with factor of safety Le Short and intermediate length columns Long columns FIGURE 8.11 A very large number of empirical column equations have ...
Page 496
... factor of safety in part BC is 250 / 64.17 ± 4 , which is larger than that for part AB , where the factor of safety is 3 . * The S designation ( see Appendix E ) is now used for what had been known as American Standard steel I sections ...
... factor of safety in part BC is 250 / 64.17 ± 4 , which is larger than that for part AB , where the factor of safety is 3 . * The S designation ( see Appendix E ) is now used for what had been known as American Standard steel I sections ...
Page 609
... factor of 2.0 . The shaft is to be fab- ricated of a material for which the shearing yield stress is 200 MPa . 12.41 A fixed - end beam subjected to two con- centrated forces is shown in Figure H12.41 . These forces are service loadings ...
... factor of 2.0 . The shaft is to be fab- ricated of a material for which the shearing yield stress is 200 MPa . 12.41 A fixed - end beam subjected to two con- centrated forces is shown in Figure H12.41 . These forces are service loadings ...
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