Diameter of bolt
0.75 × diameter of bolt
1.25 × diameter of bolt
1.5 × diameter of bolt
A. Diameter of bolt
0.4 times
0.6 times
0.7 times
0.8 times
Brittle materials
Ductile materials
Elastic materials
Plastic materials
Bevel gearing
Helical gearing
Worm gearing
None of these
Increases
Decreases
Remains unchanged
None of these
Bearing failure
Shearing failure
Bending failure
All of these
Only the broken belt is replaced
The entire set of belts is replaced
The broken belt and the belt on either side of it, is replaced
The broken belt need not to be replaced
Knuckle threads
Square threads
Acme threads
Buttress threads
5°
8°
15°
25°
1 in 16
1 in 32
1 in 48
1 in 100
2μ sinθ/(θ + sinθ)
μ sinθ/(2θ + sin 2θ)
4μ sinθ/(θ + sinθ)
4μ sinθ/(2θ + sin 2θ)
Effective
Smallest
Largest
None of these
Heavy load
Loose belt
Driving pulley too small
All of the above
10°-20°
30°-40°
40°-60°
60°-80°
Increasing its shank diameter
Increasing its length
Decreasing its shank diameter
Decreasing its length
Fine threads
Course threads
Coefficient of friction is greater than tangent of load angle
Hole for inserting split pin
Equal to
Less than
Greater than
None of these
Decrease the tendency of belt to slip
Increase the power transmission capacity
Increase the wrap angle and belt tension
All the above objectives
l/2
l/√2
l
2 l
A member made of steel will generally be more rigid than a member of equal load carrying ability made of cast iron
A member made of cast iron will generally be more rigid than a member of equal load carrying ability made of steel
Both will be equally rigid
Which one is rigid will depend on several other factors
1100 to 1300°C
1300 to 1500°C
500 to 600°C
700 to 900°C
Circular pitch
Diametral pitch
Module
None of these
50°C above upper critical temperature
50°C below upper critical temperature
50°C above lower critical temperature
50°C below lower critical temperature
Short bearing
Long bearing
Medium bearing
Square bearing
Equating tearing resistance of the plate to the shearing resistance of the rivets
Equating tearing resistance of the plate to the crushing resistance of the rivets
Equating shearing resistance to the crushing resistance of the rivets
None of the above
Measure forces
Apply forces
Store energy
All of these
18
16
20
22
Compression
Tension
Shear
Combined loads
Same
Double
One-half
One-fourth
Spindles of bench vices
Railway carriage couplings
Feed mechanism of machine tools
Screw cutting lathes
Varies linearly
Is uniform throughout
Varies exponentially, being more near the torque-input end
Varies exponentially, being less near the torque-input end