Strength of Materials |
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Page 341
... produce a maximum bending moment of 2000 ft - lb . Determine the torque and hp that can also act simultaneously on the shaft without ex- ceeding a resultant shearing stress S. 12,000 psi or a resultant normal stress S1 = 16,000 psi ...
... produce a maximum bending moment of 2000 ft - lb . Determine the torque and hp that can also act simultaneously on the shaft without ex- ceeding a resultant shearing stress S. 12,000 psi or a resultant normal stress S1 = 16,000 psi ...
Page 342
Ferdinand Leon Singer ? To produce the maximum permitted resultant shearing stress , the radius of the circle must be R , 12,000 psi . However , the radius that will produce the maxi- mum permitted normal stress must satisfy the ...
Ferdinand Leon Singer ? To produce the maximum permitted resultant shearing stress , the radius of the circle must be R , 12,000 psi . However , the radius that will produce the maxi- mum permitted normal stress must satisfy the ...
Page 510
... produce deformations which may be large compared with elastic deformations , but not so large that they produce collapse of the structure . In other words , we now consider loads that may be desig- nated as limit loads . A limit load is ...
... produce deformations which may be large compared with elastic deformations , but not so large that they produce collapse of the structure . In other words , we now consider loads that may be desig- nated as limit loads . A limit load is ...
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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 R₂ 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