1.  (π2 EI)/L2

2.  (2π2 EI)/L2

3.  (3π2 EI)/L2

4.  (4π2 EI)/4L2

4
Correct Answer :

(4π2 EI)/4L2


Explanation :
No Explanation available for this question

1.  7.0 kNm

2.   3.5 kNm

3.  4.5 kNm

4.   5.0 kNm

4
Correct Answer :

 5.0 kNm


Explanation :
No Explanation available for this question

1.  f’c /fe + f’b/fb

2.  f’c/fe - f’b/fb

3.  f’c /fe + f’b/fb >1

4.  f’c /fe - f’b/fb >1

4
Correct Answer :

fc /fe + f’b/fb >1


Explanation :
No Explanation available for this question

1.  Toque in each shaft is the same

2.  Shear stress in each shaft is the same

3.  Angle of twist of each shaft is the same

4.  Torsional stiffness of each shift is the fail

4
Correct Answer :

Angle of twist of each shaft is the same


Explanation :
No Explanation available for this question

1.  Along a plane perpendicular to its longitudinal axis

2.  In the direction of minimum tension

3.  Along surfaces formatting a 450 angle with the longitudinal axis

4.  Not in any specific manner

4
Correct Answer :

Along surfaces formatting a 450 angle with the longitudinal axis


Explanation :
No Explanation available for this question

1.  One end of the column is clamped and the other end is free

2.  Both ends of the column are clamped

3.  Both ends of the column are hinged

4.  One end of the column is hinged and the other end is free

4
Correct Answer :

Both ends of the column are clamped


Explanation :
No Explanation available for this question

1.  Intensive properties

2.  Extensive properties

3.  Point functions

4.  Path functions

4
Correct Answer :

Path functions


Explanation :
No Explanation available for this question

1.  Q = 0, W = -2.3, ΔU = +2.3

2.  Q = + 2.3, W = 0, ΔU = +2.3

3.  Q = - 2.3, W = 0, ΔU = -2.3

4.  Q = 0, W = + 2.3, ΔU = -2.3

4
Correct Answer :

Q = 0, W = -2.3, ΔU = +2.3


Explanation :
No Explanation available for this question

1.  0.10

2.  0.30

3.  2.50

4.  2.93

4
Correct Answer :

2.93


Explanation :
No Explanation available for this question

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