Strength of Materials |
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Page 194
... curvature of the member . Photograph by R. Sandor , Madison , Wis . The quantitative determination of the stresses is based on the following analysis of Fig . 7-27a . The distance y to any fiber of interest is measured from the neutral ...
... curvature of the member . Photograph by R. Sandor , Madison , Wis . The quantitative determination of the stresses is based on the following analysis of Fig . 7-27a . The distance y to any fiber of interest is measured from the neutral ...
Page 213
... curvature . From Eq . 8-2 , The result is de M Pd0 ΕΙ 1 M P EI ( 8-4 ) By definition , 1 / p is the curvature of a line . The radius of curvature p is readily obtained from Eq . 8-4 . EXAMPLE 8-1 Thin fibers of smooth , pure silica are ...
... curvature . From Eq . 8-2 , The result is de M Pd0 ΕΙ 1 M P EI ( 8-4 ) By definition , 1 / p is the curvature of a line . The radius of curvature p is readily obtained from Eq . 8-4 . EXAMPLE 8-1 Thin fibers of smooth , pure silica are ...
Page 224
... curvature diagram are triangular as shown in Fig . 8-14b . The maximum curvature is PL / EI . The distance x ' from the point of interest , A , to the centroid is L = 2 m . Since the beam at point B is rigidly fixed , the tangent there ...
... curvature diagram are triangular as shown in Fig . 8-14b . The maximum curvature is PL / EI . The distance x ' from the point of interest , A , to the centroid is L = 2 m . Since the beam at point B is rigidly fixed , the tangent there ...
Contents
INTRODUCTION | 1 |
2 | 36 |
MECHANICAL PROPERTIES OF MATERIALS | 73 |
Copyright | |
13 other sections not shown
Common terms and phrases
angle applied Assume axial beam bending brittle buckling calculated caused cm² column compressive stress concrete Consider constant crack cross section cross-sectional area curvature cyclic cylindrical deflection Determine diameter ductile elastic strain element elongation equations equilibrium EXAMPLE extensometer external load factors of safety failure fatigue fibers fracture free-body diagram ft-lb given GPa Fig implant in² increase lb/ft magnitude maximum shear stress maximum stress metal minimum modulus Mohr's circle neutral axis normal stress notch plane plastic deformation plate plot pole pressure Prob problems R₁ radius residual stresses shaft shear force shear strain shear strength shown in Fig Solution specimen steel strain gages strength of materials stress distribution stress-strain curve temperature tensile stress tension thickness Tmax torque torsion tube versus vertical weld wire yield strength zero