Strength of Materials |
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Page 63
... resisting torque Tr . The resisting torque T , is the sum of the resisting torques developed by all differential loads dP : = TT , Sp dP = Sp ( S , dA ) Replacing S , by its value from Eq . ( c ) gives or , since Sp2 dA = T = ᏀᎾ L dA ...
... resisting torque Tr . The resisting torque T , is the sum of the resisting torques developed by all differential loads dP : = TT , Sp dP = Sp ( S , dA ) Replacing S , by its value from Eq . ( c ) gives or , since Sp2 dA = T = ᏀᎾ L dA ...
Page 79
... resisting forces re- quired for equilibrium . We then analyze the stress distribution that creates these resisting forces . n m Fig . 3-13a shows the free - body diagram of the upper half of the spring . To balance the applied axial ...
... resisting forces re- quired for equilibrium . We then analyze the stress distribution that creates these resisting forces . n m Fig . 3-13a shows the free - body diagram of the upper half of the spring . To balance the applied axial ...
Page 91
... resisting force . This is shown as V ,, and is called the resisting shearing force . For the loading shown , V , is numerically equal to R1 ; but if additional loads had been applied between R1 and sec- tion a - a ( as in Figs . 4-5 and ...
... resisting force . This is shown as V ,, and is called the resisting shearing force . For the loading shown , V , is numerically equal to R1 ; but if additional loads had been applied between R1 and sec- tion a - a ( as in Figs . 4-5 and ...
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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