## Strength of Materials |

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Page 352

between OA and its normal OB, which defines the shearing strain for an element

located 0° from the X-Y axes, becomes To6 = £ — £' = ex(2 sin 0 cos 6) — e„(2

sin 0 cos 0) + 7xy(cos2 0 — sin2 0) which, in terms of the double

between OA and its normal OB, which defines the shearing strain for an element

located 0° from the X-Y axes, becomes To6 = £ — £' = ex(2 sin 0 cos 6) — e„(2

sin 0 cos 0) + 7xy(cos2 0 — sin2 0) which, in terms of the double

**angle**20, ...Page 524

What will be the residual

length at each end of a straight shaft 3 ft long and \ in. in diameter is bent at right

be ...

What will be the residual

**angle**of twist? 17 LS, AnS- °' = 24-Q? 1421. A 6-in.length at each end of a straight shaft 3 ft long and \ in. in diameter is bent at right

**angles**to the shaft. Determine the**angle**through which one of the bent ends mustbe ...

Page 561

The

between the two axes of inertia represented by these two radii. The rotational

sense of this

between the ...

The

**angle**between any two radii on Mohr's circle is double the actual**angle**between the two axes of inertia represented by these two radii. The rotational

sense of this

**angle**corresponds to the rotational sense of the actual**angle**between the ...

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allowable stresses aluminum angle assumed axes axial load beam loaded beam shown bending bending moment bolt cantilever beam caused centroid CN CN CN column compressive stress Compute the maximum concentrated load concrete 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 lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan modulus Mohr's circle moment of area moment of inertia moments of inertia neutral axis obtain plane plastic product of inertia proportional limit radius reaction Repeat Prob resisting restrained beam resultant segment shaft shear center shear diagram shearing force shown in Fig Solution Solve Prob span static steel strain tensile stress thickness torque torsional uniformly distributed load vertical shear weld zero