Strength of Materials |
From inside the book
Results 1-3 of 41
Page 476
... rivets in row 2 , and one whole and two half rivets in row 3. Similarly there are 11 rivets effective in each half of the repeating section of the quadruple - riveted joint in Fig . 12-2d . Inspection of the enclosed repeating rivet ...
... rivets in row 2 , and one whole and two half rivets in row 3. Similarly there are 11 rivets effective in each half of the repeating section of the quadruple - riveted joint in Fig . 12-2d . Inspection of the enclosed repeating rivet ...
Page 480
... rivets to transmit load and ( b ) the tearing resistance of the plates . ( a ) Rivet capacity . The strength of the single rivet in row 1 in a repeating section is determined by the lowest value of the load that will single - shear the ...
... rivets to transmit load and ( b ) the tearing resistance of the plates . ( a ) Rivet capacity . The strength of the single rivet in row 1 in a repeating section is determined by the lowest value of the load that will single - shear the ...
Page 487
... rivet hole is taken as 3 mm larger than the diameter of the undriven rivet . For condition ( 3 ) to be true , it is necessary that the applied load pass through the centroid of the rivet group ( see page 7 ) . Eccentric loading of ...
... rivet hole is taken as 3 mm larger than the diameter of the undriven rivet . For condition ( 3 ) to be true , it is necessary that the applied load pass through the centroid of the rivet group ( see page 7 ) . Eccentric loading of ...
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