Strength of Materials |
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Page 387
... column carries principally direct compressive stress , and a long column is subjected primarily to flexural stress . As the length of a column increases , the im- portance of the direct compressive stress decreases , and that of the ...
... column carries principally direct compressive stress , and a long column is subjected primarily to flexural stress . As the length of a column increases , the im- portance of the direct compressive stress decreases , and that of the ...
Page 397
... column about an axis perpendicular to the 2 - in . dimension , and as a fixed - ended column about an axis ... Columns . Empirical Formulas 11-5 Intermediate Columns Empirical Formulas.
... column about an axis perpendicular to the 2 - in . dimension , and as a fixed - ended column about an axis ... Columns . Empirical Formulas 11-5 Intermediate Columns Empirical Formulas.
Page 417
... column specifications and Eq . ( 11-22 ) . 1149. Repeat Prob . 1148 if the column length is 50 ft . 11-7 . The Secant Formula | P A theoretically correct formula for eccentrically loaded columns can be obtained by extending Euler's ...
... column specifications and Eq . ( 11-22 ) . 1149. Repeat Prob . 1148 if the column length is 50 ft . 11-7 . The Secant Formula | P A theoretically correct formula for eccentrically loaded columns can be obtained by extending Euler's ...
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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