Increases
Decreases
Remains unchanged
None of these
C. Remains unchanged
The pitch of rivets is obtained by equating the tearing resistance of the plate to the shearing resistance of the rivets
The pitch of rivets should not be less than 2d, where d is the diameter of rivet hole
The maximum value of the pitch of rivets for a longitudinal joint of a boiler, as per I.B.R., is given by Pmax = C.t + 41.28 mm
According to I.B.R., the thickness of butt strap shall not be less than 5 mm
Self locking bolts
Designed for shock load
Used in aircraft application
Provided with hexagonal depression in head
Parallel
Perpendicular
Both A and B
None of these
10 m/s
12.5 m/s
15 m/s
20 m/s
Pressure angle
Pitch circle diameter
Circular pitch
Diametral pitch
Actual size and the corresponding basic size
Maximum limit and the basic size
Minimum limit and the basic size
None of the above
Ratio of coil diameter to wire diameter
Load required to produce unit deflection
Its capability of storing energy
Indication of quality of spring
Be across threaded portion of shank
Be parallel to axis of bolt
Be normal to threaded portion of shank
Never be across the threaded portion
Woodruff key
Feather key
Flat saddle key
Hollow saddle key
Metric threads of 33 numbers in 2 cm
Metric threads with cross-section of 33 mm
Metric threads of 33 mm outside diameter and 2 mm pitch
Bolt of 33 mm nominal diameter having 2 threads per cm
40°
45°
38°
60°
Bolt
Tap bolt
Stud
None of these
Basic size is 100 mm
Actual size is 100 mm
Difference between the actual size and basic size is 100 mm
None of the above
Elasticity
Endurance
Strength
Toughness
Electroplating
Polishing
Coating
Shot peening
Shafts are arranged at right angles and rotate in one definite direction
Shafts are arranged parallel and rotate in the opposite directions
Shafts are arranged parallel and rotate in the same directions
Driven shaft is to be started or stopped whenever desired without interfering with the driving shaft
Strong in buckling about X-axis
Strong in buckling about Y-axis
Equally strong in buckling about X-axis and Y-axis
Any one of the above
2
4
8
16
8
6
4
2
Stiffness
Ductility
Resilience
Plasticity
d
1.25 d
1.5 d
1.75 d
Shear strength is equal to crushing strength
Shear strength is greater than crushing strength
Shear strength is less than crushing strength
None of the above
Metric
Square
Buttress
Acme
Equal to
Twice
Three times
Four times
Is directly proportional to
Is inversely proportional to
Is equal to cos φ multiplied by
Does not depend upon
Variations in load acting on a member
Variations in properties of materials in a member
Abrupt change of cross-section
All of these
Pitch circle diameter × cosφ
Addendum circle diameter × cosφ
Clearance circle diameter × cosφ
Pitch circle diameter × sinφ
Tensile stress
Compressive stress
Shear stress
None of these
Brittle
Ductile
Elastic
Plastic
14 ½° composite and full depth involute system
20° full depth involute system
20° stub system
None of the above