Strength of Materials |
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Page 31
... modulus . Eventually this name was superseded by the phrase modulus of elasticity , which conveys the impression that it is a measure of the elastic properties of the material , although it actually is a measure of the stiffness . A ...
... modulus . Eventually this name was superseded by the phrase modulus of elasticity , which conveys the impression that it is a measure of the elastic properties of the material , although it actually is a measure of the stiffness . A ...
Page 146
... modulus . In addition to section modulus and shape , the table lists the weight of a concrete encasement d in lb / ft , and the product for checking lateral deflection when necessary . The table is a modification of a similar table ...
... modulus . In addition to section modulus and shape , the table lists the weight of a concrete encasement d in lb / ft , and the product for checking lateral deflection when necessary . The table is a modification of a similar table ...
Page 398
... modulus curve 10,000 Short Intermediate columns columns 30 100 Fig . 11-8 . Euler's curve Er P = Α A ( 4 ) 2 Long ... modulus theory * —the Euler formula is extended to intermediate columns stressed above the pro- portional limit by ...
... modulus curve 10,000 Short Intermediate columns columns 30 100 Fig . 11-8 . Euler's curve Er P = Α A ( 4 ) 2 Long ... modulus theory * —the Euler formula is extended to intermediate columns stressed above the pro- portional limit by ...
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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