Engineering Mechanics of Materials |
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Page 44
... moment diagram yields a moment of zero at C , which must be true at the hinge located there , and the moment at the free right end E must also vanish . The student should relate these equations for shear and bending moment to the ...
... moment diagram yields a moment of zero at C , which must be true at the hinge located there , and the moment at the free right end E must also vanish . The student should relate these equations for shear and bending moment to the ...
Page 231
... moment M ,. This resisting moment is due to the system of tensile and compressive stresses shown in section a - a in Figure 5.7 ( c ) . The neutral axis is , of course , unstressed and , as mentioned earlier , the fibers above the ...
... moment M ,. This resisting moment is due to the system of tensile and compressive stresses shown in section a - a in Figure 5.7 ( c ) . The neutral axis is , of course , unstressed and , as mentioned earlier , the fibers above the ...
Page 318
... moment method to verify the maximum deflection and end slope equations . 6.38 Use the area - moment method to verify the center deflection for a > b for case 2 of Table 6.1 . 6.39 Refer to case 3 of Table 6.1 and verify the center ...
... moment method to verify the maximum deflection and end slope equations . 6.38 Use the area - moment method to verify the center deflection for a > b for case 2 of Table 6.1 . 6.39 Refer to case 3 of Table 6.1 and verify the center ...
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 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