## Strength of materials |

### From inside the book

Results 1-3 of 34

Page 61

These assumptions may be proved mathematically, and some may be

demonstrated experimentally. The first two apply only to

1. Circular sections remain circular. 2. Plane sections remain plane and do not

warp. 3.

These assumptions may be proved mathematically, and some may be

demonstrated experimentally. The first two apply only to

**shafts**of circular section.1. Circular sections remain circular. 2. Plane sections remain plane and do not

warp. 3.

Page 69

What is the minimum diameter of a solid steel

more than 3° in a 20-ft length when subjected to a torque of 10,000 ft-lb? What

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 throughmore than 3° in a 20-ft length when subjected to a torque of 10,000 ft-lb? What

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

6080 ...

Page 70

313 if the

and 105 hp applied at B. 315. A 16-ft

at a gear that is 6 ft from the left end where 30 hp are removed. At the right end, ...

313 if the

**shaft**rotates at 126 rpm with 30 hp taken off at A, 75 hp removed at C,and 105 hp applied at B. 315. A 16-ft

**shaft**rotating at 126 rpm has 100 hp appliedat a gear that is 6 ft from the left end where 30 hp are removed. At the right end, ...

### 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