Engineering Mechanics of Materials |
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Page 241
... beam is subjected to a concentrated force of 50 kN at midspan . ( a ) For a location 3 m from the left support , show the variation of the flexural stress from the inner to the outer fiber . ( b ) Determine the maximum tensile and ...
... beam is subjected to a concentrated force of 50 kN at midspan . ( a ) For a location 3 m from the left support , show the variation of the flexural stress from the inner to the outer fiber . ( b ) Determine the maximum tensile and ...
Page 253
... beam is shown in Figure H5.7 . Determine the vertical shear stress 5 ft from the right support and ( a ) In the web , 2 in . below the top of the section . ( b ) At the neutral axis for the section . 5.40 The cross section of the beam ...
... beam is shown in Figure H5.7 . Determine the vertical shear stress 5 ft from the right support and ( a ) In the web , 2 in . below the top of the section . ( b ) At the neutral axis for the section . 5.40 The cross section of the beam ...
Page 279
B. B. Muvdi, J. W. McNabb. 6.4 Refer to the beam shown in Figure H6.4 , and state the four boundary conditions required to deter- mine the equation of the elastic curve . Determine this equation and its derivative function for this beam ...
B. B. Muvdi, J. W. McNabb. 6.4 Refer to the beam shown in Figure H6.4 , and state the four boundary conditions required to deter- mine the equation of the elastic curve . Determine this equation and its derivative function for this beam ...
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 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 at point stress condition stress element T₁ tensile tension Tmax torque torsional V₁ yield strength yield stress zero σ₁