Initial tension
External load applied
Sum of the initial tension and external load applied
Initial tension or external load, whichever is greater
D. Initial tension or external load, whichever is greater
σ [1 + (b/2a)]
σ [1 + (2a/b)]
σ [1 + (b/3a)]
σ [1 + (3a/b)]
Shoe brake
Band and block brake
Band brake
Internal expanding brake
Hollow saddle key
Hollow key
Soft key
None of these
10°
20°
30°
45°
0.5 times
Equal to
2 times
Double
√(T/m)
√(T/2m)
√(T/3m)
None of these
Cold working
Shot peening
Grinding and lapping surface
Hot working
For conveying steam
In water and sewage systems
In pressure lubrication systems on prime movers
All of the above
Repeated stress
Yield stress
Fluctuating stress
Alternating stress
Effective length of column to least radius of gyration of the column
Width of column to depth of column
Maximum size of column to minimum size of column
Effective length of column to width of column
Square
Acme
Buttress
BSW
Metal strength by cycling
Metal hardness by surface treatment
Metal resistance to corrosion by coating
Fatigue limit by overstressing the metal by successively increasing loadings
Zero film bearing
Boundary lubricated bearing
Hydrodynamic lubricated bearing
Hydrostatic lubricated bearing
Mild steel
Dead mild steel
Medium carbon steel
High carbon steel
Maximum stress to the endurance limit
Nominal stress to the endurance limit
Maximum stress to the nominal stress
Nominal stress to the maximum stress
Above
Below
At
None of these
Is just sufficient to hold parts together
Approaches yield point
Is 50% of yield point
Is about yield point divided by safety factor
Self locking bolt
Same as stud
Provided with hexagonal depression in head
Used in high speed components
40°
45°
38°
60°
10 m/s
12.5 m/s
15 m/s
20 m/s
Direction of twist of wires in strands is opposite to the direction of twist of strands
Direction of twist of wires and strands are same
Wires in two adjacent strands are twisted in opposite direction
Wires are not twisted
Brittle materials
Ductile materials
Elastic materials
Plastic materials
Cotter joint
Bolted joint
Knuckle joint
Universal coupling
Equal to
Less than
Greater than
None of these
Addendum
Dedendum
Clearance
Working depth
Regains its original shape after deformation when the external forces are removed
Draw into wires by the application of a tensile force
Resists fracture due to high impact loads
Retain deformation produced under load permanently
The ratio of endurance limit with stress concentration to the endurance limit without stress concentration
The ratio of endurance limit without stress concentration to the endurance limit with stress concentration
The product of the endurance limits with and without stress concentration
All of the above
0.70
0.25
0.40
0.55
Tensile stress
Compressive stress
Shear stress
Bending stress
Very fine threads
High efficiency
Low efficiency
Strong teeth