Strength of Materials |
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Page 47
... stress to the case of biaxial stress . Thus , if an element is subjected simulta- neously to tensile stresses in the X and Y directions , the strain in the X direction due to the tensile stress σ , is σ / E . Simultaneously the tensile ...
... stress to the case of biaxial stress . Thus , if an element is subjected simulta- neously to tensile stresses in the X and Y directions , the strain in the X direction due to the tensile stress σ , is σ / E . Simultaneously the tensile ...
Page 390
... stress . Fig . 9-19b shows Mohr's circle for this state of stress . The radius OA specifies the X axis . The maximum tensile stress is denoted by point D , whose radius OD is 90 ° clockwise from OA . Hence the normal to the plane of ...
... stress . Fig . 9-19b shows Mohr's circle for this state of stress . The radius OA specifies the X axis . The maximum tensile stress is denoted by point D , whose radius OD is 90 ° clockwise from OA . Hence the normal to the plane of ...
Page 486
... tensile stress in the main plate at row 1 is caused by the entire loading acting across the net section of the plate ... stress at row 2 therefore is = P2 ( p - 2d ) t ( 144 – 16 ) × 103 - [ ( 200 × 10-3 ) -2 ( 23.5 × 10 - 3 ) ] ( 14 ...
... tensile stress in the main plate at row 1 is caused by the entire loading acting across the net section of the plate ... stress at row 2 therefore is = P2 ( p - 2d ) t ( 144 – 16 ) × 103 - [ ( 200 × 10-3 ) -2 ( 23.5 × 10 - 3 ) ] ( 14 ...
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