A. metal is twice as dense as unknown fluid
C. metal is twice as dense as water
D. metal will float in water
E. none of the above
A. Wsin(a + )
B. Wcos(a + )
C. Wtan(a-)
E. W (sin a + cos ).
A. 50%
C. 15%
D. 25%
E. 60%.
A. none of the above
B. any one of the above
C. compression
E. bearing
A. at distance from the plane base 3r
B. at distance from the plane base 3r
C. at distance from the plane base
E. at distance from the plane base 3r
B. mean value
C. maximum calculated value
D. none of the above
E. extreme value
A. load/instantaneous area and instantaneous area/original area
B. load/original cross-sectional area and change in length/original length
C. none of the above
E. load/instantaneous cross-sectional area and change in length/original length
A. principal stress
C. tensile stress
D. no stress
E. shear stress
A. drawabihty
B. malleability
C. plasticity
E. elasticity
A. ellipse
C. parabola
E. circle
A. greater than that necessary to stop it
B. considerably lesser than that necessary to continue it
C. equal to that necessary to stop it
D. lesser than that necessary to stop it
B. ail of the above.
C. A. and B. above
D. area of contact
E. shape of the surfaces
A. isentropic
B. homogeneous
D. inelastic
E. visco-elastic.
B. more inclined when moving
C. more inclined when standing
D. less inclined when moving
A. r/2
B. r/A
C. r/%
E. 3r/8
A. are equivalent
D. balance each other
E. produce moment of a couple
A. jointless section
C. homogeneous section
D. manufactured section
E. perfect section
A. 3 to 4
C. 0.01 to 0.1
D. 0.4 to 0.6
E. 0.23 to 0.27
B. constant
C. both of above are correct
D. both of above are wrong
A. same
C. more/less depending on composition
D. may have any value
E. more
A. bulk modulus
B. modulus of elasticity
C. modulus of rigidity
D. Youngs modulus
B. 22 tonnes/cm2
C. 4 tonnes/cm2
E. 16 tonnes/cm2
A. 2/ -4
C. j-2
D. 3/-2
E. 2j-l
B. in the middle
C. at the tip below the load
E. at the support
A. increase key length
B. none of the above
D. increase key depth
E. double all the dimensions
A. equilateral triangle
B. circle
C. rectangle
D. square
A. rupture stress
B. breaking point
E. fluids in motion
A. 250
B. 500
C. 25
E. 100
A. breaking
B. plasticity
C. yielding
A. two dry surfaces
B. solids and liquids
D. two lubricated surfaces
E. electrically charged particles
B. hardness
C. fatigue strength
D. tensile strength
E. capability of being cold worked
A. same in both cases
C. different in both cases
D. data are not sufficient to determine same
A. friction
B. limiting friction
C. kinematic friction
D. static friction
A. proof resilience
C. modulus of resilience
D. resilience
E. toughness
A. copper
B. cast iron
C. aluminium
D. steel
A. 0.1 to 0.2
B. 0.25 to 0.33
E. 3 to 4
C. criss-cross riveted joint
D. diamond riveted joint
E. zig-zag riveted joint
A. yeiled stress
C. longitudinal stress
E. ultimate stress
B. 38 m
C. 124 m
D. 96 m
E. 240 m
A. plasticity
B. ductility
C. resilience
D. shock proof
A. 1025%
B. 510%
C. 2550%
E. more than 50%
A. straight line
B. elliptical
C. hyperbola
D. part of a circle
B. resultant stresses
C. crushing stresses
D. fatigue stresses
A. arm of man
D. pair of clinical tongs
E. pair of scissors
B. be safest
D. not stretch
E. not deform
A. from maximum at the center to zero at the circumference
C. from maximum at the center to mini-mum at the cricumference
D. from minimum at the centro to maxi-mum at the circumference
B. modulus of resilience
C. proof resilience
D. toughness
E. impact energy
A. ultimate tensile stress
C. proof stress
D. fracture stress
E. yield point stress
B. half
C. one-fourth
D. double
E. four times
A. one-third
B. same
E. two-third
Showing 51 to 100 of 110 mcqs