Strength of Materials |
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Page xx
... stress , normal stress unit bearing stress unit compressive stress critical unit stress in column formula unit flexural stress unit radial stress allowable stress unit tensile stress , unit tangential stress unit normal stress in x , y ...
... stress , normal stress unit bearing stress unit compressive stress critical unit stress in column formula unit flexural stress unit radial stress allowable stress unit tensile stress , unit tangential stress unit normal stress in x , y ...
Page 374
... normal stress , but the element in Fig . 9-9c is subjected to both normal and shearing stress caused by the N and T components of the equilibrant E. Thus at the same position in a stressed body ( located here at the intersection of ...
... normal stress , but the element in Fig . 9-9c is subjected to both normal and shearing stress caused by the N and T components of the equilibrant E. Thus at the same position in a stressed body ( located here at the intersection of ...
Page 378
... stress are defined by tan 20 , = σx 2Txy - ( 9-7 ) ( 9-8 ) Equation ( 9-7 ) gives two values of 20 that differ by 180 ° . Hence , the planes on which maximum and minimum normal stresses occur are 90 ° apart . Similarly , from Eq . ( 9-8 ) ...
... stress are defined by tan 20 , = σx 2Txy - ( 9-7 ) ( 9-8 ) Equation ( 9-7 ) gives two values of 20 that differ by 180 ° . Hence , the planes on which maximum and minimum normal stresses occur are 90 ° apart . Similarly , from Eq . ( 9-8 ) ...
Common terms and phrases
allowable stresses aluminum angle applied load assumed axial load beam carrying beam in Fig beam loaded beam shown bending moment bolt bronze cantilever beam centroid column compressive stress concentrated load continuous beam cross section deformation Determine the maximum diameter elastic curve end moments equal equilibrium equivalent exploratory section factor of safety fibers free-body diagram GN/m² Hence Hooke's law horizontal ILLUSTRATIVE PROBLEMS kN.m kN·m kN/m length load diagram loaded as shown M₁ M₂ maximum shearing stress midspan deflection mm² MN/m² Mohr's circle moment of inertia N/m² neutral axis obtain P₁ P₂ plane plate positive principal stresses proportional limit R₁ R₂ R2 Figure radius reaction resisting restrained beam resultant rivet segment shaft shear diagram shearing force shown in Fig simply supported beam Solution span statically indeterminate steel strain tangent drawn tensile stress three-moment equation torque torsional uniformly distributed load vertical shear weld ΕΙ