Engineering Mechanics of Materials |
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Page 297
... 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 appropriate for- mulas from Table 6.1 . El1 = 5.50 × 103 ...
... 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 appropriate for- mulas from Table 6.1 . El1 = 5.50 × 103 ...
Page 318
... 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 deflection ...
... 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 deflection ...
Page 711
... method , which is one of the two basic modern methods of structural analysis . The second method , known as the stiffness method , is discussed in Section 14.10 . Force unknowns for this statically indeterminate beam are VA , MA , VB ...
... method , which is one of the two basic modern methods of structural analysis . The second method , known as the stiffness method , is discussed in Section 14.10 . Force unknowns for this statically indeterminate beam are VA , MA , VB ...
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