Earthquake Engineering (3160621) MCQs

MCQs of Design Philosophy

Showing 41 to 47 out of 47 Questions
41.

In portal method, bending moment is assumed to be zero at ____________ point in column.

(a)

Support

(b)

1/3 or 2/3 of Height

(c)

Mid Height

(d)

None of the above

Answer:

Option (c)

42.

In portal method, it is assumed that shear in exterior column is __________ than interior column.

(a)

1/2

(b)

1/3

(c)

2

(d)

3

Answer:

Option (a)

43.

In portal method, it is assumed that shear in interior column is ___________ times shear in interior column.

(a)

1/2

(b)

1/3

(c)

2

(d)

3

Answer:

Option (c)

44.

In which methods of analysis stiffness of element is consider to draw shear force and bending moment diagram?

(a)

Moment Distribution Method

(b)

Stiffness Matrix Method

(c)

Cantilever Method

(d)

All of the Above

Answer:

Option (d)

45.

In cantilever method, bending moment is assumed to be zero at _________ point in beam.

(a)

Support

(b)

Mid Span

(c)

1/3 or 2/3 of Span

(d)

None of the Above

Answer:

Option (b)

46.

In cantilever method, bending moment is assumed to be zero at ___________ point in column. 

(a)

Support

(b)

1/3 or 2/3 of Height

(c)

Mid Height

(d)

None of the above

Answer:

Option (c)

47.

Axial force in column is directly proportional to distance of column from the centroid is assumed in which methods of analysis of frame?

(a)

Moment Distribution Method

(b)

Stiffness Matrix Method

(c)

Cantilever Method

(d)

All of the Above

Answer:

Option (c)

Showing 41 to 47 out of 47 Questions