## Strength of Materials |

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Page 8

It is often reasonable to ignore the sign conventions for shear

concentrate on consistency in using signs throughout the solution of each

problem. EXAMPLE 1-1 A bracket is to be fastened with a single bolt to a wall.

The

It is often reasonable to ignore the sign conventions for shear

**stress**and toconcentrate on consistency in using signs throughout the solution of each

problem. EXAMPLE 1-1 A bracket is to be fastened with a single bolt to a wall.

The

**maximum**...Page 10

Note that the size of the element is not important in deriving Eq. 1-2 and 1-3 as

long as the stress is uniform on each plane. ... Substitution of these angles in Eq.

1-2 and 1-3 leads to the magnitudes of the minimum and

Note that the size of the element is not important in deriving Eq. 1-2 and 1-3 as

long as the stress is uniform on each plane. ... Substitution of these angles in Eq.

1-2 and 1-3 leads to the magnitudes of the minimum and

**maximum stresses**.Page 391

Are there any glaring omissions or errors in the design by NAPS? 2. What is the

most severe set of conditions for a peak stress in the pipe at a given point that

can be expected? 3. Where and what is the

by ...

Are there any glaring omissions or errors in the design by NAPS? 2. What is the

most severe set of conditions for a peak stress in the pipe at a given point that

can be expected? 3. Where and what is the

**maximum stress**in the pipe causedby ...

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### Common terms and phrases

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