1
GATE CE 2009
MCQ (Single Correct Answer)
+1
-0.3
Consider the following statements for a compression member

$${\rm I}.\,\,\,\,$$ The elastic critical stress in compression increases with decrease in slenderness ratio

$${\rm II}.\,\,\,\,$$ The effective length depends on the boundary conditions at its ends

$${\rm III}.\,\,\,\,$$ The elastic critical stress in compression is independent of the slenderness ratio

$${\rm IV}.\,\,\,\,$$ The ratio of the effective length to its radius of gyration is called as slenderness ratio

The TRUE statements are

A
Only $${\rm I}$$ and $${\rm II}$$
B
only $${\rm II}$$ and $${\rm III}$$
C
only $${\rm I}$$ and $${\rm I}$$$${\rm I}$$$${\rm I}$$
D
$${\rm I}$$, $${\rm I}$$$${\rm I}$$ and $${\rm IV}$$
2
GATE CE 2009
MCQ (Single Correct Answer)
+1
-0.3
The square root of the ratio of moment of inertia of the cross-section to its cross-sectional area is called
A
second moment of area
B
slenderness ratio
C
section modulus
D
radius of gyration
3
GATE CE 2009
MCQ (Single Correct Answer)
+1
-0.3
Consider the following statements:
$$1.$$ On a principal plane, only normal stress acts
$$2.$$ On a principal plane, both normal and shear stresses act
$$3.$$ On a principal plane, only shear stress acts
$$4.$$ Isotropic state of stress is independent of frame of reference.

Which of the above statements is/are correct ?

A
$$1$$ and $$4$$
B
$$2$$ only
C
$$2$$ and $$4$$
D
$$2$$ and $$3$$
4
GATE CE 2009
MCQ (Single Correct Answer)
+2
-0.6
Match List- $${\rm I}$$ (Shear Force Diagrams) beams with List- $${\rm II}$$ (Diagram of beams with supports and loading) and select the correct answer by using the codes given below the lists: GATE CE 2009 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 14 English 1 GATE CE 2009 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 14 English 2
A
$$A - 3,\,\,B - 1,\,\,C - 2,\,\,D - 4$$
B
$$A - 3,\,\,B - 4,\,\,C - 2,\,\,D - 1$$
C
$$A - 2,\,\,B - 1,\,\,C - 4,\,\,D - 3$$
D
$$A - 2,\,\,B - 4,\,\,C - 3,\,\,D - 1$$
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