## Strength of materials |

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Page 73

What is the minimum

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 78

A flanged bolt coupling consists of ten steel 20-mm-

around a bolt circle 400 mm in

coupling if the allowable shearing stress in the bolts is 40 MPa. Ans. T=25.1kN-m

...

A flanged bolt coupling consists of ten steel 20-mm-

**diameter**bolts spaced evenlyaround a bolt circle 400 mm in

**diameter**. Determine the torque capacity of thecoupling if the allowable shearing stress in the bolts is 40 MPa. Ans. T=25.1kN-m

...

Page 349

The solid shaft of a small hydraulic turbine is 4 in. in

axial compressive load of 32t kips. Determine the safe horsepower that can be

developed at 250 rpm without exceeding a maximum shearing stress of 10 ksi

and a ...

The solid shaft of a small hydraulic turbine is 4 in. in

**diameter**and supports anaxial compressive load of 32t kips. Determine the safe horsepower that can be

developed at 250 rpm without exceeding a maximum shearing stress of 10 ksi

and a ...

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### 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