Strength of Materials |
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Page 312
... axial , torsional , and flexural . Each of these types was discussed on the assump- tion that only one of these ... Axial loading : Sa = A Τρ = J My St = Torsional loading : S , Flexural loading : I There are four possible combinations ...
... axial , torsional , and flexural . Each of these types was discussed on the assump- tion that only one of these ... Axial loading : Sa = A Τρ = J My St = Torsional loading : S , Flexural loading : I There are four possible combinations ...
Page 313
... axial load P ( Fig . 9-1b ) , the axial stresses are uniformly distributed across any transverse section ( Art . 1-3 ) . Their magnitude is Sa P = A ; they are tensile and directed normal to the cross section . The force exerted on the ...
... axial load P ( Fig . 9-1b ) , the axial stresses are uniformly distributed across any transverse section ( Art . 1-3 ) . Their magnitude is Sa P = A ; they are tensile and directed normal to the cross section . The force exerted on the ...
Page 314
... axial and flexural stresses at that point : S = Sa ± Sf or Θ S = My ± ( 9-1 ) ΘΑ I Note that the axial stress may be compressive ; this is the reason for the P A circled and signs before . The circling of these signs is a reminder that ...
... axial and flexural stresses at that point : S = Sa ± Sf or Θ S = My ± ( 9-1 ) ΘΑ I Note that the axial stress may be compressive ; this is the reason for the P A circled and signs before . The circling of these signs is a reminder that ...
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allowable stresses aluminum angle applied assumed axial load beam in Fig beam loaded beam shown bending bending moment bolt bronze cantilever beam caused centroid column compressive stress Compute the maximum concentrated load concrete continuous beam cross section deformation Determine the maximum diameter elastic curve end moments equal equivalent Euler's formula factor of safety fibers flange flexure formula free-body diagram ft long ft-lb Hence Hooke's law horizontal ILLUSTRATIVE PROBLEMS inertia lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan deflection modulus Mohr's circle moment of area moment of inertia neutral axis obtain plane positive proportional limit radius reaction Repeat Prob resisting restrained beam resultant segment shaft shear diagram shearing force shown in Fig Solution Solve Prob span statically indeterminate steel strain tensile stress three-moment equation torque torsional uniformly distributed load vertical shear weld zero ΕΙ