Engineering Mechanics of Materials |
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Page 287
... slope , and displacement plots are shown in Figure 6.5 . 6.22 With an origin at the right end of the. v = Π.Χ L Homework Problems 6.13 Refer to the cantilever beam depicted in Figure H6.13 with an origin at A. Substitute the given load ...
... slope , and displacement plots are shown in Figure 6.5 . 6.22 With an origin at the right end of the. v = Π.Χ L Homework Problems 6.13 Refer to the cantilever beam depicted in Figure H6.13 with an origin at A. Substitute the given load ...
Page 288
... slope , and deflection as functions of x . Sketch these functions and check to see that all boun- dary conditions are satisfied . v w = wi W1 B Constant Elu L FIGURE H6.17 x 6.18 A cantilever beam fixed at point B is subjected to a ...
... slope , and deflection as functions of x . Sketch these functions and check to see that all boun- dary conditions are satisfied . v w = wi W1 B Constant Elu L FIGURE H6.17 x 6.18 A cantilever beam fixed at point B is subjected to a ...
Page 319
... slopes of the beam depicted in Figure H6.50 : ( a ) Slope at A. ( b ) Deflection at B. ( c ) Maximum deflection of the beam . ( d ) Deflection at C. ( e ) Slope at D. Express answers in terms of w , a , E , and I „ . W Constant Elu C a ...
... slopes of the beam depicted in Figure H6.50 : ( a ) Slope at A. ( b ) Deflection at B. ( c ) Maximum deflection of the beam . ( d ) Deflection at C. ( e ) Slope at D. Express answers in terms of w , a , E , and I „ . W Constant Elu C a ...
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