## Strength of materials |

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Page 117

200 lb/ ft 10' t 4' 47 4'1 |

reactions as shown in Fig. P-433 consists of two segments joined by a frictionless

...

200 lb/ ft 10' t 4' 47 4'1 |

**Hinge**y | Fig. P-433. 433. A beam supported on threereactions as shown in Fig. P-433 consists of two segments joined by a frictionless

**hinge**at which the bending moment is zero. Ans. Max. M = ±4000 ft-lb 2400 lb -8'-...

Page 393

flagpole column is given by 4£7tt2 4EIit2 P = (4L)5 1 EI*2 4 L2 (11-3) This load is

one-quarter the critical load on a

type of column is

...

flagpole column is given by 4£7tt2 4EIit2 P = (4L)5 1 EI*2 4 L2 (11-3) This load is

one-quarter the critical load on a

**hinged**column of the same length. One othertype of column is

**hinged**at one end and built in at the other, as in Fig. 11-6. For it...

Page 397

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

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

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 about

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

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allowable stresses aluminum angle assumed axes axial load beam in Fig beam loaded beam shown bending bolt cantilever beam caused centroid CN CN column compressive stress Compute the maximum concentrated load concrete cover plate 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 hinged Hooke's law horizontal ILLUSTRATIVE PROBLEMS lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan midspan deflection modulus Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius ratio 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