Strength of Materials |
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Page 3
... effect of the applied loads on the member and is given a special name , as follows : Pxx Axial force . This component measures the pulling ( or pushing ) action over the section . A pull represents a tensile force which tends to ...
... effect of the applied loads on the member and is given a special name , as follows : Pxx Axial force . This component measures the pulling ( or pushing ) action over the section . A pull represents a tensile force which tends to ...
Page 201
... effect defined by M = ( ZM ) is caused only by R1 . Also , at any section b - b between B and C , the moment effect will be due to R1 and to the portion of the uniformly distributed load included between B and b - b . Note that defining ...
... effect defined by M = ( ZM ) is caused only by R1 . Also , at any section b - b between B and C , the moment effect will be due to R1 and to the portion of the uniformly distributed load included between B and b - b . Note that defining ...
Page 314
... effects are negligible in the case of most structural members , which are usually so stiff that stresses pro- duced by bending moments like Pô can be neglected . But in long slender members or columns , the effect is significant , and ...
... effects are negligible in the case of most structural members , which are usually so stiff that stresses pro- duced by bending moments like Pô can be neglected . But in long slender members or columns , the effect is significant , 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