Strength of Materials |
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Page 7
... Hooke's law . Originally Hooke's law specified merely that stress was proportional to strain , but Thomas Young in 1807 introduced a constant of proportionality that came to be known as Young's modulus . Eventually this name was ...
... Hooke's law . Originally Hooke's law specified merely that stress was proportional to strain , but Thomas Young in 1807 introduced a constant of proportionality that came to be known as Young's modulus . Eventually this name was ...
Page 14
... - strain diagram in Fig . 1-9 . The slope of that line is the ratio of stress to strain . It is called the modulus of elasticity and is denoted by E : Slope of stress - strain curve = E which is 14 [ Chap . I SIMPLE STRESS 1-6 Hooke's Law.
... - strain diagram in Fig . 1-9 . The slope of that line is the ratio of stress to strain . It is called the modulus of elasticity and is denoted by E : Slope of stress - strain curve = E which is 14 [ Chap . I SIMPLE STRESS 1-6 Hooke's Law.
Page 15
... Hooke's law . Originally Hooke's law specified merely that stress was proportional to strain , but Thomas Young in 1807 introduced a constant of proportionality that came to be known as Young's modulus . Eventually this name was ...
... Hooke's law . Originally Hooke's law specified merely that stress was proportional to strain , but Thomas Young in 1807 introduced a constant of proportionality that came to be known as Young's modulus . Eventually this name was ...
Contents
RIVETED AND WELDED JOINTS | 39 |
TORSION | 65 |
SHEAR AND MOMENT IN BEAMS | 91 |
Copyright | |
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acting actual allowable angle applied assumed axes axial axis beam bending carries caused centroidal circle column compressive compressive stress compute concrete consider constant cross-section deflection deformation Determine developed diagram diameter direction distance distributed effect elastic curve element equal equation equivalent expressed flange forces formula ft-lb given gives Hence horizontal ILLUSTRATIVE indicates inertia joint lb/ft length limit load material maximum method moments neutral axis normal obtain occurs plane plate position principal PROB PROBLEMS produced R₁ radius reaction reduces reference reinforced relation represents resisting respect resultant rivet shaft shearing stress shown in Fig shows simple slope Solution span spring steel strain strength Substituting supported Table tangent tensile thickness unit varies vertical wall weight whence zero