Engineering Mechanics of Materials |
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Page 71
... Circle for Plane Stress As was pointed out in a footnote previously , a semigraphical procedure known as Mohr's circle solution is available for the analysis of plane stress problems . Not only does Mohr's circle minimize the difficulty ...
... Circle for Plane Stress As was pointed out in a footnote previously , a semigraphical procedure known as Mohr's circle solution is available for the analysis of plane stress problems . Not only does Mohr's circle minimize the difficulty ...
Page 165
... circle has a radius on Rt . This circle intersects the σ , axis at the points with coordinates ( o1 , 0 ) and ( 63 , 0 ) and by inspection the principal stresses are σ1 = t and σ = -t . Stress σ1 is tensile and stress σ3 is compressive ...
... circle has a radius on Rt . This circle intersects the σ , axis at the points with coordinates ( o1 , 0 ) and ( 63 , 0 ) and by inspection the principal stresses are σ1 = t and σ = -t . Stress σ1 is tensile and stress σ3 is compressive ...
Page 169
... circle for stress for an element taken from the shaft surface . State maxi- mum and minimum normal stresses for this ... circle constructions for the shaft depicted in Figure H4.3 : ( a ) An element on the outside surface . ( b ) An ...
... circle for stress for an element taken from the shaft surface . State maxi- mum and minimum normal stresses for this ... circle constructions for the shaft depicted in Figure H4.3 : ( a ) An element on the outside surface . ( b ) An ...
Contents
Internal Forces in Members | 1 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
Copyright | |
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Common terms and phrases
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