Strength of Materials |
From inside the book
Results 1-3 of 57
Page 93
... positive , as indicated by the mo- ment sense of R1 . With respect to the right segment of a beam ( Fig . 4–3c ) , Positive Bending Negative Bending Fig . 4-7.- Curvatures corresponding to signs of bending moment . this convention means ...
... positive , as indicated by the mo- ment sense of R1 . With respect to the right segment of a beam ( Fig . 4–3c ) , Positive Bending Negative Bending Fig . 4-7.- Curvatures corresponding to signs of bending moment . this convention means ...
Page 199
... positive value for deviation means that the point must lie above the reference tangent . A A -t B / A B tB / A ( a ) Positive deviation ; B located above reference tangent B ( b ) Negative deviation ; B located below reference tangent ...
... positive value for deviation means that the point must lie above the reference tangent . A A -t B / A B tB / A ( a ) Positive deviation ; B located above reference tangent B ( b ) Negative deviation ; B located below reference tangent ...
Page 352
... positive , compressive strains negative , and shearing strains positive when they increase the original right angle of an unstrained element . * A more general rule of sign for shearing strain is obtained by denoting the strain between ...
... positive , compressive strains negative , and shearing strains positive when they increase the original right angle of an unstrained element . * A more general rule of sign for shearing strain is obtained by denoting the strain between ...
Other editions - View all
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