CE8301 Strength Of Materials 1 MCQ Question And Answers Third Semester

Home CIVIL CIVIL 3rd SEM R2017 CE8301 Strength Of Materials 1 MCQ Question And Answers Third Semester

Home CIVIL CIVIL 3rd SEM R2017 CE8301 Strength Of Materials 1 MCQ Question And Answers Third Semester

CE8301 Strength Of Materials 1 MCQ Question And Answers Third Semester

of a polygon taken in order, then the forces are in equilibrium

magnitude by the sides of a polygon, then the forces are in equilibrium

equilibrium

magnitude by the sides of a polygon taken in order, then the forces are in

equilibrium:

is equal to the resolved part of their resultant in the same direction. This is as per the

principle of

direction is equal to

(a) kg/cm

are called

(a) co-planar force

23. Which of the following is not a scalar quantity

body is

force of V 10 kg and when acting at 60° produce resultant of V 13 kg. These forces are

(d) all of them are inclined equally

(a) balance each other

moments about any point in their plane is zero

moment of the resultant about the same point

(e) none of the above.

(a) weight

proportional to force

by the sides of a triangle, taken in order, they will be in equilibrium

the sine of the angle between the other two

equilibrium, if

proportional to force

direction by the sides of a triangle, taken in order, they will be in equilibrium

the sine of the angle between the other two

(a) resultant couple

into two parts by an imaginary section drawn in such a way as not to cut more than

rotate about a certain axis

influence of gravity.

top will be

is very small approaches the following curve

two poles 20 meters apart. If the horizontal tension is 1500 kg find the dip in the

middle of the span

radius of the plate. Find the e.g. of the remainder from the center of circular plate

plane will be

to turn

axis passing through the point of suspension will be

kg force, 1m arm, — ve sense 40 kg force, 0.25 m arm, + ve sense having arm of 0.5

m will be

limiting friction

just about to move

motion

inclination + friction angle) applied in the direction

into two parts by an imaginary section drawn in such a way as not to cut more than

rotate about a certain axis

influence of gravity.

top will be

is very small approaches the following curve

two poles 20 meters apart. If the horizontal tension is 1500 kg find the dip in the

middle of the span

radius of the plate. Find the e.g. of the remainder from the center of circular plate

plane will be

to turn

axis passing through the point of suspension will be

kg force, 1m arm, — ve sense 40 kg force, 0.25 m arm, + ve sense having arm of 0.5

m will be

limiting friction

just about to move

motion

inclination + friction angle) applied in the direction

wall, the force of friction will be

vertical wall, the force of friction will be

called

limiting friction

Friction force is

horizontal force P will be on the point of motion up the plane when P is

equal to

in t seconds is given by x = t2 (t — 4), the acceleration of the particle will

be given by the equation

to hold his umbrella

maximum when 9 is

and limiting friction

and the limiting friction

(d) the friction force acting when the body is in motion

friction <j) is equal to

horizontal and circular portion touching down. The coefficient of friction between

semi-circular disc and horizontal surface is i. This disc is to be pulled by a horizontal

force applied at one edge and it always remains horizontal. When the disc is about to

start moving, its top horizontal force will

rest up to height of

their plane is

(a) balance each other

they must either

slide over another surface is called

(a) co-planar

will be in

distance covered in 5 sec is most nearly

revolutions made is nearly equal to

its distance from a fixed point is equal to its distance from a fixed line multiplied by a

constant greater than one

unknown fluid. Then which is correct statement about density of metal

from the base

as compared to its M.I. about horizontal axis is

placed on it is about to move down is known as angle of

following shape