## Strength of materials |

### From inside the book

Results 1-3 of 49

Page 387

Thus, at the two extremes, a short

stress, and a long

a

Thus, at the two extremes, a short

**column**carries principally direct compressivestress, and a long

**column**is subjected primarily to flexural stress. As the length ofa

**column**increases, the importance of the direct compressive stress decreases, ...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 417

A main structural steel

and an eccentric load of 60,000 lb placed 10 in. off center on axis X-X. Select the

lightest WF section, using the AISC

...

A main structural steel

**column**40 ft long is to support an axial load of 100,000 lband an eccentric load of 60,000 lb placed 10 in. off center on axis X-X. Select the

lightest WF section, using the AISC

**column**specifications and Eq. (11-22). 1 149...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Other editions - View all

### Common terms and phrases

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