## Strength of materials |

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Page 69

What is the minimum diameter of a solid steel shaft that will not twist through

more than 3° in a 20-ft

maximum shearing stress is developed? G = 12 X 106 psi. Ana. d = 4.65 in.; S. =

6080 ...

What is the minimum diameter of a solid steel shaft that will not twist through

more than 3° in a 20-ft

**length**when subjected to a torque of 10,000 ft-lb? Whatmaximum shearing stress is developed? G = 12 X 106 psi. Ana. d = 4.65 in.; S. =

6080 ...

Page 178

Multiplying this shearing stress by the shaded area eb in the top view gives the

force F to be resisted in a

by using the concept of shear flow, which is the longitudinal shearing force ...

Multiplying this shearing stress by the shaded area eb in the top view gives the

force F to be resisted in a

**length**e: The same result can be obtained more directlyby using the concept of shear flow, which is the longitudinal shearing force ...

Page 408

A 14 WF 87 is used as a column 40 ft long with built-in ends, (a) Using the AISC

formula, compute the safe load that can be applied if the effective

quarters of the given

...

A 14 WF 87 is used as a column 40 ft long with built-in ends, (a) Using the AISC

formula, compute the safe load that can be applied if the effective

**length**is three-quarters of the given

**length**, (b) What is the safe load if the column is also braced...

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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