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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 ALPHA 4.6 PHO STRESS AT POINT STRESSAT POINT DEFLECTION ALPHA 9.2 -176.0 STRESS AT POINT STRESS AT POINT DEFLECTION 174.0 STRESS AT POINT STRESS AT POINT DEFLECTION PHI -172.0 STRESS AT POINT 281 28.1 STRESS AT POINT DEFLE ...
... DEFLECTION ALPHA 4.6 PHO STRESS AT POINT STRESSAT POINT DEFLECTION ALPHA 9.2 -176.0 STRESS AT POINT STRESS AT POINT DEFLECTION 174.0 STRESS AT POINT STRESS AT POINT DEFLECTION PHI -172.0 STRESS AT POINT 281 28.1 STRESS AT POINT DEFLE ...
Contents
T Shear and Moment at Specified Sections | 24 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
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acting allowable angle of twist applied Assume axes axis beam bending cantilever centroidal circle column components compressive Compute Consider constant construct coordinate cross section curve deflection deformation depicted in Figure Determine developed diameter direction discussed elastic element energy equal equation equilibrium Example expressed factor failure flexural force free-body diagram function given inertia joint length limit load material maximum shear stress method modulus moment moments neutral axis normal stress Note obtained plane plot positive principal stresses Problem properties quantity ratio reactions Refer to Figure relation represents resist respect rotation segment shaft shown in Figure slope Solution Solve static steel strain strength structural subjected Substitution supported surface tensile tension theory tion torque unit yield zero