Strength of Materials |
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Page 42
... relation is independent of the loads or areas , and remains valid provided the propor- tional limit of neither ... relation be- tween the stresses : S. = 15Sc From this relation we observe that if the concrete is stressed to its limit of ...
... relation is independent of the loads or areas , and remains valid provided the propor- tional limit of neither ... relation be- tween the stresses : S. = 15Sc From this relation we observe that if the concrete is stressed to its limit of ...
Page 128
... relation between these stresses and the bending moment is expressed by the flexure formula . The derivation of this relation follows the procedure developed in deriving the torsion formula ( see Art . 3-2 ) ; i.e. , the elastic ...
... relation between these stresses and the bending moment is expressed by the flexure formula . The derivation of this relation follows the procedure developed in deriving the torsion formula ( see Art . 3-2 ) ; i.e. , the elastic ...
Page 163
... relation is discussed in Art . 5-9 ; another is given in Illus . Prob . 1321 ( page 483 ) . Relation Between Horizontal and Vertical Shearing Stresses . Most stu- dents are surprised to find the term vertical shear ( V ) appearing in ...
... relation is discussed in Art . 5-9 ; another is given in Illus . Prob . 1321 ( page 483 ) . Relation Between Horizontal and Vertical Shearing Stresses . Most stu- dents are surprised to find the term vertical shear ( V ) appearing in ...
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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 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