Strength of Materials |
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Page xiv
... illustrative problems show in detail how principles are ap- plied . The explanations are complete - nothing is taken for granted . Throughout , the equation or principle to be applied is stated at the left- hand side of the page . In ...
... illustrative problems show in detail how principles are ap- plied . The explanations are complete - nothing is taken for granted . Throughout , the equation or principle to be applied is stated at the left- hand side of the page . In ...
Page 304
... illustrative problems show the method of recording re- sults , as well as some suggested modifications or shortcuts . ILLUSTRATIVE PROBLEMS 873. The continuous beam of constant cross section and material shown in Fig . 8-21 is perfectly ...
... illustrative problems show the method of recording re- sults , as well as some suggested modifications or shortcuts . ILLUSTRATIVE PROBLEMS 873. The continuous beam of constant cross section and material shown in Fig . 8-21 is perfectly ...
Page 546
... illustrative problems which follow , the values of the moments of inertia for geometric elements can be taken from the results of the problems in Art . A - 5 ; these are summarized in Table A - 1 . The properties of a geometric shape ...
... illustrative problems which follow , the values of the moments of inertia for geometric elements can be taken from the results of the problems in Art . A - 5 ; these are summarized in Table A - 1 . The properties of a geometric shape ...
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Common terms and phrases
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