MCQs of Design Philosophy (Earthquake Engineering - 3160621)

Showing 31 to 40 out of 47 Questions

31.

If restoring force of lateral load does not passes through center of mass than the building is known as ___________.

(a)	Torsionally Coupled building
(b)	Torsionally Un-Coupled building
(c)	Torsionally Braced building
(d)	None of the above.

32.

In Torsionally coupled system building will twist about _____________ during earthquake.

33.

When center of rigidity is subjected to lateral loading, the floor diaphragm will experience only ____________.

34.

In _______________ system building will twist due to seismic loading.

(a)	Torsionally Coupled System
(b)	Torsionally Un-Coupled System
(c)	Torsionally Braced System
(d)	None of the above

35.

In _______________ system building will not twist due to seismic loading.

(a)	Torsionally Coupled System
(b)	Torsionally Un-Coupled System
(c)	Torsionally Braced System
(d)	None of the above

36.

Which is the reason for twisting of building?

(a)	Uneven distribution of Mass
(b)	Asymmetric plan of building
(c)	Asymmetric arrangement of EQ resisting Element
(d)	All of the above

37.

Which methods are known as approximate methods of lateral load analysis?

38.

In portal method of approximate analysis of frame, Hinges are developed at ______________ in column.

39.

In portal method of approximate analysis of frame, Hinges are developed at ___________ in beam.

40.

In portal method, bending moment is assumed to be zero at ________ point in beam.

Showing 31 to 40 out of 47 Questions