## Strength of Materials |

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Page 41

cm/cm = 0.01 m/m Note that the numbers in e are always the same, regardless of

what units are used. The units are normally written, even though they could be ...

**Example**2-1 Lo = 1 in. = 2.54 cm e = 0.01 in. = 0.0254 cm e = 0.01 in./in. = 0.01cm/cm = 0.01 m/m Note that the numbers in e are always the same, regardless of

what units are used. The units are normally written, even though they could be ...

Page 48

Solution The principal strains are the measured axial strains, f x and fy. The

maximum shear strain is the diameter of Mohr's circle in Fig. 2-6, ym.x = 0.001 rad

. ey =-0.001 Fig. 2-6.

in a ...

Solution The principal strains are the measured axial strains, f x and fy. The

maximum shear strain is the diameter of Mohr's circle in Fig. 2-6, ym.x = 0.001 rad

. ey =-0.001 Fig. 2-6.

**Example**2-5.**EXAMPLE**2-6 What are the principal strainsin a ...

Page 192

Thus, with a little experience it is possible to reduce the number of calculations in

this

discontinuity and at level 5, because Q is always large at the neutral axis and /

can ...

Thus, with a little experience it is possible to reduce the number of calculations in

this

**example**. It is sufficient to find the shear stresses at level 3 just above thediscontinuity and at level 5, because Q is always large at the neutral axis and /

can ...

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angle applied Assume axial beam bending brittle buckling calculated caused 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 hardening horizontal implant increase inertia 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 psi Fig radius residual stresses rivets shaft shear force shear strain shear strength shown in Fig softening Solution specimen static steel strain gages strength of materials stress and strain stress distribution stress-strain curve temperature tensile stress tension thickness torque torsion tube vertical weight weld wire yield strength zero