Engineering Mechanics of Materials |
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Page 288
... Constant El B X L Constant Elu L B FIGURE H6.18 6.19 A parabolically distributed loading is applied to the simply supported beam shown in Figure H6.19 . V 27 WI Constant El w = −4w1 ( C ) 2 -√ ) L 27 FIGURE H6.19 B x FIGURE H6.20 6.21 ...
... Constant El B X L Constant Elu L B FIGURE H6.18 6.19 A parabolically distributed loading is applied to the simply supported beam shown in Figure H6.19 . V 27 WI Constant El w = −4w1 ( C ) 2 -√ ) L 27 FIGURE H6.19 B x FIGURE H6.20 6.21 ...
Page 289
... Constant Elu W = w W1 FIGURE H6.22 ย B 6.23 The simply supported beam of Figure H6.23 is subjected to the loading shown with x measured from an origin at the left end of the beam . Derive equations for shear , moment , slope , and ...
... Constant Elu W = w W1 FIGURE H6.22 ย B 6.23 The simply supported beam of Figure H6.23 is subjected to the loading shown with x measured from an origin at the left end of the beam . Derive equations for shear , moment , slope , and ...
Page 318
... Constant Elu 7777 , B FIGURE H6.45 L 6.46 Find the end slopes and the deflection at B for the beam shown in Figure H6.46 , using the area- moment method . Express answers in terms of M ̧ , α , b , L , E , and I .. MB B Constant El L ...
... Constant Elu 7777 , B FIGURE H6.45 L 6.46 Find the end slopes and the deflection at B for the beam shown in Figure H6.46 , using the area- moment method . Express answers in terms of M ̧ , α , b , L , E , and I .. MB B Constant El L ...
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