## Strength of materials |

### From inside the book

Results 1-3 of 34

Page 69

Note that since Hooke's law was used in deriving these equations, the stresses

must not exceed the shearing proportional limit*; also, these formulas are

applicable only to circular

moments of ...

Note that since Hooke's law was used in deriving these equations, the stresses

must not exceed the shearing proportional limit*; also, these formulas are

applicable only to circular

**shafts**, either solid or hollow.1 The values of polarmoments of ...

Page 73

What is the minimum diameter of a solid steel

more than 3° in a 6-m length when subjected to a torque of 12 kN-m? What

maximum shearing stress is developed? Use G = 83 GPa. Ans, d = 1 14 mm; r =

41.3 MPa ...

What is the minimum diameter of a solid steel

**shaft**that will not twist throughmore than 3° in a 6-m length when subjected to a torque of 12 kN-m? What

maximum shearing stress is developed? Use G = 83 GPa. Ans, d = 1 14 mm; r =

41.3 MPa ...

Page 74

The steel

kW removed at B, and 55 kW applied at C. Using G = 83 GPa, find the maximum

shearing stress and the angle of rotation of gear A relative to gear C. Ans. Max. t ...

The steel

**shaft**shown in Fig. P-314 rotates at 4 Hz with 35 kW taken off at A, 20kW removed at B, and 55 kW applied at C. Using G = 83 GPa, find the maximum

shearing stress and the angle of rotation of gear A relative to gear C. Ans. Max. t ...

### What people are saying - Write a review

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

### Common terms and phrases

allowable stresses aluminum angle area-moment assumed axes axial load beam in Fig beam loaded beam shown bending bolts cantilever beam caused centroid column components compressive stress Compute the maximum concentrated load connector cross section deformations Determine the maximum diameter elastic curve element end moments equal equivalent Euler's formula factor of safety fibers Figure flange flexure formula free-body diagram Hence Hooke's law horizontal Illustrative Problem kips lb/ft length loaded as shown main plate maximum shearing stress maximum stress method midspan deflection Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius reaction rectangular resisting resultant rivet rotation segment shaft shear center shear diagram shearing force shown in Fig slope Solution span static steel strain tensile stress thickness three-moment equation torque torsional U.S. Customary Units uniformly distributed load vertical shear weld zero