Strength of Materials |
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Page 69
... length when subjected to a torque of 10,000 ft - lb ? What maximum shearing stress is developed ? G = 12 X 106 psi . Ans . d = 4.65 in .; S. = 6080 psi 305. A solid shaft 16 ft long is stressed to 8000 psi when twisted through 4 ° . If ...
... length when subjected to a torque of 10,000 ft - lb ? What maximum shearing stress is developed ? G = 12 X 106 psi . Ans . d = 4.65 in .; S. = 6080 psi 305. A solid shaft 16 ft long is stressed to 8000 psi when twisted through 4 ° . If ...
Page 178
... length . Thus in the length e , Eq . ( 5-4a ) determines the shear force to be as before . VQ F = = qe Friction being neglected , this force is resisted by the shearing or bearing strength R of the bolts , whichever is smaller ...
... length . Thus in the length e , Eq . ( 5-4a ) determines the shear force to be as before . VQ F = = qe Friction being neglected , this force is resisted by the shearing or bearing strength R of the bolts , whichever is smaller ...
Page 408
... length , find the safe load for a length of 10 in . , using the Rankine - Gordon equation ( 11-9 ) . Ans . P 6230 lb = 1115. Using the AISC formula , determine the maximum length of a 14 WF 78 section if it is used as a column to ...
... length , find the safe load for a length of 10 in . , using the Rankine - Gordon equation ( 11-9 ) . Ans . P 6230 lb = 1115. Using the AISC formula , determine the maximum length of a 14 WF 78 section if it is used as a column to ...
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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