Strength of Materials |
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Page 84
... maximum shearing stress and elongation in a helical spring composed of 20 turns of 2 - in . - diameter wire on a ... Compute the number of turns required to permit a stretch of 4 in . without exceeding a shearing stress of 20,000 psi . Use Eq ...
... maximum shearing stress and elongation in a helical spring composed of 20 turns of 2 - in . - diameter wire on a ... Compute the number of turns required to permit a stretch of 4 in . without exceeding a shearing stress of 20,000 psi . Use Eq ...
Page 123
... maximum , and compute the value of each such maximum moment . The maximum shearing force occurs at , and is equal to , the maximum reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction ...
... maximum , and compute the value of each such maximum moment . The maximum shearing force occurs at , and is equal to , the maximum reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction ...
Page 125
... maximum bending mo- ments under A and B , when only loads A and B are on the span , are respectively 48.6 ton - ft ... Compute the maximum bending moment and the maxi- mum shearing force . 48.0 ton - ft ; max . V = 8.0 tons Ans . Max . M ...
... maximum bending mo- ments under A and B , when only loads A and B are on the span , are respectively 48.6 ton - ft ... Compute the maximum bending moment and the maxi- mum shearing force . 48.0 ton - ft ; max . V = 8.0 tons Ans . Max . M ...
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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