Engineering Mechanics of Materials |
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Page 288
... Constant Elu L FIGURE H6.17 x 6.18 A cantilever beam fixed at point B is subjected to a linearly varying loading as ... Constant Elu B L Constant Elu L B x FIGURE H6.18 6.19 A parabolically distributed loading is applied to the simply ...
... Constant Elu L FIGURE H6.17 x 6.18 A cantilever beam fixed at point B is subjected to a linearly varying loading as ... Constant Elu B L Constant Elu L B x FIGURE H6.18 6.19 A parabolically distributed loading is applied to the simply ...
Page 289
... Constant Elu W = WI FIGURE H6.22 V 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 = WI FIGURE H6.22 V 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 El 7777 , B + L FIGURE H6.45 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 MB , a , b , L , E , and I .. MB Constant Elu Constant ...
... Constant El 7777 , B + L FIGURE H6.45 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 MB , a , b , L , E , and I .. MB Constant Elu Constant ...
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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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 components 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 segment shaft shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress condition stress element T₁ tensile tension Tmax torque torsional V₁ yield strength yield stress zero σ₁