## Strength of Materials |

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Page 392

The critical load for

of the critical load for a hinged

Thus, from symmetry, the

...

The critical load for

**columns**with other end conditions can be expressed in termsof the critical load for a hinged

**column**, which is taken as the fundamental case.Thus, from symmetry, the

**column**with fixed ends in Fig. ll-5a has inflection points...

Page 397

A bolt through each end secures the strut so that it acts as a hinged

an axis perpendicular to the 2-in. dimension, and as a fixed-ended

an axis perpendicular to the f-in. dimension. Determine the safe central load, ...

A bolt through each end secures the strut so that it acts as a hinged

**column**aboutan axis perpendicular to the 2-in. dimension, and as a fixed-ended

**column**aboutan axis perpendicular to the f-in. dimension. Determine the safe central load, ...

Page 410

A 14S-T4 aluminum alloy

beam. If the factor of safety is 2\, what safe load can be applied if the length is (a)

6 ft, (b) 8 ft? 1128. Determine the safe load on a round hollow cast-iron

14 ft ...

A 14S-T4 aluminum alloy

**column**has the same dimensions as a 12 I 35 steelbeam. If the factor of safety is 2\, what safe load can be applied if the length is (a)

6 ft, (b) 8 ft? 1128. Determine the safe load on a round hollow cast-iron

**column**14 ft ...

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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