Strength of Materials |
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Page 125
... occurs with C at midspan and equals 60.0 ton - ft . A comparison of the above results shows that the most dangerous bending mo- ment is 64.0 ton - ft , occurring under C when only loads B and C are on the span . Maximum Shearing Force ...
... occurs with C at midspan and equals 60.0 ton - ft . A comparison of the above results shows that the most dangerous bending mo- ment is 64.0 ton - ft , occurring under C when only loads B and C are on the span . Maximum Shearing Force ...
Page 329
... occur are 90 ° apart . Similarly , from Eq . ( 9-8 ) the planes on which the maximum shearing stress occurs are also found to be 90 ° apart . The planes of zero shearing stress may be determined by setting S , equal to zero in Eq . ( 9 ...
... occur are 90 ° apart . Similarly , from Eq . ( 9-8 ) the planes on which the maximum shearing stress occurs are also found to be 90 ° apart . The planes of zero shearing stress may be determined by setting S , equal to zero in Eq . ( 9 ...
Page 455
... occurs . The motor then stops automatically . In testing a given material , about a dozen identical specimens are prepared and rotated in the machine , each at a different load W , until failure occurs or until four to five million ...
... occurs . The motor then stops automatically . In testing a given material , about a dozen identical specimens are prepared and rotated in the machine , each at a different load W , until failure occurs or until four to five million ...
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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