Engineering Mechanics of Materials |
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Page 334
... shear deflection varies as the square of the length / depth ratio . This function is plotted in Figure 6.25 ( c ) ... center C , of the end cross section , which assures that the beam will bend without twisting . In the cross section depicted ...
... shear deflection varies as the square of the length / depth ratio . This function is plotted in Figure 6.25 ( c ) ... center C , of the end cross section , which assures that the beam will bend without twisting . In the cross section depicted ...
Page 338
... center deflection of this beam associated with shear- ing deformations . Consider a rectangular cross sec- tion ( bxh ) and an E / G = 2.50 . Form the ratio of the bending deflection to the shearing deflection at the center as a ...
... center deflection of this beam associated with shear- ing deformations . Consider a rectangular cross sec- tion ( bxh ) and an E / G = 2.50 . Form the ratio of the bending deflection to the shearing deflection at the center as a ...
Page 765
... shear stress , 67 , 68 Allowable stress , 489-90 American Institute of Steel Construction , 737-45 American Society ... center of shear . See Shear center concrete . See Reinforced concrete beams curved . See Curved beams defined , 23 ...
... shear stress , 67 , 68 Allowable stress , 489-90 American Institute of Steel Construction , 737-45 American Society ... center of shear . See Shear center concrete . See Reinforced concrete beams curved . See Curved beams defined , 23 ...
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 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 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