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. ΕΙ , π πχ L u Homework Problems 6.13 Refer to the cantilever beam depicted in Figure H6.13 with an origin at A. Substitute the given ...
... slope , and displacement plots are shown in Figure 6.5 . 6.22 With an origin at the right end of the. ΕΙ , π πχ L u Homework Problems 6.13 Refer to the cantilever beam depicted in Figure H6.13 with an origin at A. Substitute the given ...
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 = 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 = 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 ... . Constant El B -3a ...
... 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 ... . Constant El B -3a ...
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