MCQs of Limit state design of Steel components (Design of Structures - 3150612)

Showing 101 to 110 out of 129 Questions

101.

The shear in column may not be due to

(a)	Material used in column
(b)	Lateral loads from wind
(c)	Lateral loads from earthquake
(d)	End eccentricity of load

102.

Effective length of compression member is ______

(a)	Distance between ends of members
(b)	Distance between end point and midpoint of member
(c)	Distance between points of contraflexure
(d)	Distance between end point and centroid of member

103.

Magnitude of effective length depends upon

(a)	Material of member
(b)	Rotational restraint supplied at end of compression member
(c)	Load applied on member
(d)	Location where member is used

104.

What is the effective length when both ends of compression member are fixed?

105.

What is the effective length when both ends of compression member are hinged?

106.

What is the effective length when one end of compression member is fixed and other end is free?

107.

What is the effective length when one end of compression member is fixed and other end is hinged?

108.

What is slenderness ration of compression member?

(a)	Ratio of effective length to radius of gyration
(b)	Ration of radius of gyration to effective length
(c)	Difference of radius of gyration and effective length
(d)	Product of radius of gyration and effective length

109.

The strength of compression members subjected to axial compression is defined by curves corresponding to______

110.

Which of the following is not a compression member?

Showing 101 to 110 out of 129 Questions