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Page 318
... 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 equation by using the area ...
... 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 equation by using the area ...
Page 338
... deflection of point A of the beam shown in Figure H6.47 using Castigliano's second theorem . Avoid replacing P by wa until the final step when you are ready to express the deflection in terms of w , a , E , and I. 6.62 Refer to Figure ...
... deflection of point A of the beam shown in Figure H6.47 using Castigliano's second theorem . Avoid replacing P by wa until the final step when you are ready to express the deflection in terms of w , a , E , and I. 6.62 Refer to Figure ...
Page 725
... DEFLECTION -5.348 ALPHA 4.6 STRESSAT POINT STRESS AT POINT DEFLECTION STRESS AT POINT STRESS AT POINT DEFLECTION PHI -174.0 STRESS AT POINT 2270 STRESS AT POINT DEFLECTION PHI -172.0 STRESS AT POINT STRESS AT POINT PHI -170.0 STRESS AT ...
... DEFLECTION -5.348 ALPHA 4.6 STRESSAT POINT STRESS AT POINT DEFLECTION STRESS AT POINT STRESS AT POINT DEFLECTION PHI -174.0 STRESS AT POINT 2270 STRESS AT POINT DEFLECTION PHI -172.0 STRESS AT POINT STRESS AT POINT PHI -170.0 STRESS AT ...
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