Engineering Mechanics of Materials |
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Page 297
... cantilever shown in Figure H6.33 . Use Table 6.1 and the method of superposition . 2 kN / m upward 6.35 Determine the slope and deflection at the right end of the cantilever depicted in Figure H6.35 . Use the method of superposition and ...
... cantilever shown in Figure H6.33 . Use Table 6.1 and the method of superposition . 2 kN / m upward 6.35 Determine the slope and deflection at the right end of the cantilever depicted in Figure H6.35 . Use the method of superposition and ...
Page 300
... Cantilever AB shown in Figure 6.9 ( b ) is loaded by the reaction R1 = P / 2 . Cantilever BC , loaded by the force P applied downward at C , is shown in Figure 6.9 ( c ) . If cantilever moment diagrams of Figure 6.9 ( b ) and ( c ) are ...
... Cantilever AB shown in Figure 6.9 ( b ) is loaded by the reaction R1 = P / 2 . Cantilever BC , loaded by the force P applied downward at C , is shown in Figure 6.9 ( c ) . If cantilever moment diagrams of Figure 6.9 ( b ) and ( c ) are ...
Page 301
... cantilevers at point C. Refer to Table 6.2 for cantilever moment diagrams . Solution . The three cantilevers and their corresponding moment diagrams are shown in Figure 6.11 ( b ) , ( c ) , and ( d ) . Cantilever CD , shown in Figure ...
... cantilevers at point C. Refer to Table 6.2 for cantilever moment diagrams . Solution . The three cantilevers and their corresponding moment diagrams are shown in Figure 6.11 ( b ) , ( c ) , and ( d ) . Cantilever CD , shown in Figure ...
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